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'�` H =1c- , ) I ;r` .� _ .,„•' -�,.�� dt�l[\ ii- —20 r Y 11 ( � '. :c•.'� -i_. �! 'tS 1 -�-- - _ F�..'`'151 I--�ni—_-_ , �:r' �1a.� �� �• a�' �� '�ti �.�%f--'.� 2r ,+, \�: _ • � ' iI I � I, � � �\' r 1`r{ke( "mtlLte$ Z/ 'yr'' '�.:�� a ;. �� _ 1 - 2 ti ! � .I 'I it t:. �f �---_ __ of 1 •s Y �.::- •\> �/ `u? If t _ tr .- ,�f-- �- .I �.___ p r' .' tea, x'�> •'♦ r� � t �� 82 a {11 11 l llllll 13. WEIR — td11 _�_ ;n = 2 SECTIO AND DETAILS _ 2 _!.�_ �' (2� I �J 27 2 ?r� �� �I + I, � - CERTIFICATION: _ 5 :� 7(�j j ) — t 1 'y . _ - — -�� A s t _?>t - 25 r -•f -1--'30:�' _ r �`' g e 1 .� I Y� I �� t _;� �� ._`.�i ( , - 14. WEIR #3_SECTTO > AND DETAILS = I . 1 1 ��_ ► ! ' ! 15, SEDIMENT & ER( ION CONTROL w � � / � 1 r!.:♦Y• ... - .:'' •�X II ' � P , I 10 _ ice_ _ —19 NPDES PLANS - ' �l'•� .;r � ( i 1 i i-_1 �- i� L-•i e' ;� xs r� � r \- � (3�i�__c� ! I" •'Ile - - IiIYWLYI IIIInu u111 IY IIWIII a3C p. 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NUMBER: 3?054 1 T MAP DATE: giisioz k'I\-/ I C- - wI.11 tllh �d4Ll,III61111111d llllll Al l,Me 1.11111 i.Jl4 .Lillill— I.kh1 DRAWING FILENAME: 4 Adams-survey-Sht 1 F J VIEW ONLY. _ PROJECT NUMBER: NOT FOR CONSTRUCTION s SHEET NUMBER: AUGUI, 15,2002 II .Ills ��.111111 Y41 LI IYWYrd114Y' JII 4, 11 LII YY II YI III�d1uYl ,YUY�IlYWL4`L1d Y IYI (IIII �II.ILe1 I I III,u11lAIN I,. 14 III YIiW�1,1111, IJ wll �i�.Y I J1, YIJJ�4Y IILI IIli,11 JI111WWIJ1111YIYJ Ism 1Y1 IIIII III �IYIY YIyIIIIYI IYII I 1111, III II IIIY I :,, Ie�1��111 i, I IIII I41,YIli lill111, 4YJI 11 ill i111 u4JY w r I I � .- I I IIiYY III YII IILL111111Y I11. I I dAYYI Ii 1 ', �I116e11 I 1 �IIi11,11 'i iu in 11 1i 1I 1i1 Ji Y Y , u. III r � F - µ,L1u I" YJI III,i iI I IYY•In, 1, t �iu1,i111" I J,n�.� W Maur ail I '�uuu �'n .w iJ�l'ii. n'.. 1JYixY' i w'i '1. 'n Y' I iu',:' Baal l' ui,in 1� 'I'S, Ie�l �; ,vlr 1 IUUmlah 11Tund a „m,1 YY II�.11 �d ui lull I_I Y.IIm�i ld ii1 IIIYLn L1 �1 e. �i11 LLLI I III i�r�1u I III I �11 ,u1+I,1 I. 1,1, IIII �11 111 i�11 i1, 11 4u4u1111 �I�IW�i,I l., 111u ��Iu I. lu Jn I,1, I.Y II.. YIInd111�1�q, YI $•rl����Y♦II,.I �.d,11YY �,�� I.1�111 ili�l .I IIYYII JJII u,l: LI11YI Id ,III lu, IlL1,iL11Y, 11 1..1 u��ll�i ll IIIIiiP'.: .a ��i,„�, �� 19 41i l 1114d 1'.NI I14,114111 � 11IJo IuI II, MI,III, IIII I,l a IIu1rY 'Y} iu1 I I.' 1' IIJLIJ� I IIWIL YJ a,IlyyllJl 1,1:iWY,l.I', :un� ENGINEER'S NOTES: 1. These drawings are prepared for the the St. Johns River Water Managem,. be relied upon by any other entity 2.. Reproductions of these drawings are SIGNATURE AND THE ORIGINAL RAISE[ LICENSED ENGINEER." ole and exclusive use of District and shall not individual. JOT VALID WITHOUT THE ZEAL OF A FLORIDA SHEET NUMBERS DRAWING DESC PTION = 1. LOCATION & VIC '.TY MAP = 2. OVERALL SITE P N 3. NORTHERN SITE LAN 4. SOUTHERN SITE LAN 5-6 SITE GEOMETRY 7. STRUCTURE PLAT , SECTIONS AND DETAILS 3. BERM SECTIONS 4D STRUCTURE DETAILS 9. GATE STRUCTUR #1—PLAN AND SECTION - 10. GATE STRUCTURI #2—PLAN AND SECTION 11. GATE STRUCTUR-.. #1 & #2 SECTIONS AND DETAILS 12• WEIR #1—SECTIO, a AND DETAILS "e,w , H ". ,Ya, t F - IV .4u1i,,111 IILI Y,i, IYeIY J IYY11 eWIlull,iYn11� IY,Y. JYIY ,,I I,JY d .Ill III u. . Y - , "' """' -., - "' "" - " a. Y u. I II i' II III I 14 aLIY Y04 OIYIIe..e 1JYl,ll li YY II I.uI YI IIII dl.Illlle III II J1. Li ll�ll WY YY:I a IYa. 'u 4. IIII Y' '. IidJl li�l .I .IIII 1'. YI' Jdull 'I. iY� 1 lil ICI i I I.I.JL.Y YII'u 41 III 4Ial11J I'Y.{,WI II�YII. aIINI Yhll I IIWI IYY YI I Y I�.IIIAeIJ I,I Iu YWYiW 41u,Ylll Y I nIIIIIJ G IIYYd 11 I u •I e�dl II dull, iY I,W dII IY Wig,',, II I. III III JI „lu YIII14111 .YY,J�Y WI I e,4Y w ICI III! JI, I11 JII'.i ,...I e. I "' is ill 'li " I' iu u i e,ulu aTIJ d�II WY IIYJIIA'�'.'� I „I.IIYIYW III IIIYu1W,YW.Y YIIY WJYe YiJ IYYL,YIYY IIYI'YII1Y JII eI.Il0lY IIII 'A'Al si111111 ele I YII Y e 4 Y I I! a Y',Y Im w {L YYI 4 L4YIW 1Y{ 1 I I lu 1114 Yh YI 4Y11 Yiu�l u "'u • " .i 'uI YI I II WY 4 Y I� e Y u . ,... ,�e�,a ll�ikmil w.l.. AL.A1 i'e uL.L ei'ilwl'uu e,w' Iu Y ruse Yn WYYI un �Y.,IUYIu 'unY IW1. ulJ lY IYodY,I ll,ll' eI ll a Ieul d.,,.11 I II�Yn, ..I II. I Ino�I�,�r�,l I �IIIII IIILWeeI A.'e Ll it �u Y uIIY'W u,I,W ,� a 'LIT ..W: III YYIYY,i' iu Y, Ii YI l I.u� .uLl ii 6a 1. .. L u Y _ I'.. III I IL I II i ..I iLI IIeIu I i,!Ill .,I61I,.Y. 11411.i..il.I,.w,IW� II ILIIIIIi i.,ll III I ad „II,I'III I IIIII.II. II .III �JJIIILIII I I�JII,II II lel ll 1 uI JJl, 111 I II I Y.III.J III,d lv nlllluw J4L4111,.1 II IIIW14Y 11 '.II IIJI CONSTRUCT CONCRETE _ _ _ _ . _.m_ .__ .____, _� _- ` .� DRIVEWAY SEE SHEET 8/F y _ _ _ __.._ -_._. L,ngl 1I` �11`]t'C .,._ __ -- ---- - - -- GENERAL NOTES GENERAL NOTES CON T e __ - __ _ ___ _ _ _.._ _ _ _.- _ - _ __ - - _-_ _ . __ __ _ _ __ _ _._ __ __ ___ .. _ .� i_ __ G- __ - - _ �.-__A k,._._�_ . _ - __-___ �..____ ..__ ._.,_.._..._ .___.a-._..__..__,_m._. ce - -_ - _ _ _ - - _ - _ _ _ __. ___ - v -__ __ _ __ _ __ _ --- , --- _------_ --_ I `:-.. -- _ �- - - - �---,�_�-_ �- - - _ 1. THE CONTRACTOR SHALL REPRESENT THAT HE HAS FAMILIARIZED HIMSELF WITH, AND ASSUMES AS -BUILT DRAWINGS: AS-BUIL DRAWINGS ARE REQUIRED AND SHALL BE SUBMITTED TO THE a - g _. _ --- _ _ _ _ _ _ - -_- = �. i � 1 l � I i - --ry ` ---" -_ -� = -- = == == -__ I , ---,-I-- -q_i I FULL RESPONSIBILITY FOR HAVING FAMILIARIZED IiIr�SELF WITH, THE NATURE AND EXTENT OF DISTRICT WITHIN TEN CALENDAR :'AYS OF COMPLETING THE AS -BUILT SURVEY AND ARE I I I I I ( THE CONTRACT DOCUMENTS, WORK, LOCALITY, LOCAL CONDITIONS, FEDERAL, STATE, AND LOCAL REQUIRED TO BE CERTIFIED BY A REGISTERED LAND SURVEYOR, REGISTERED IN THE STATE OF f ( I TYPE C t T E7 A� I ,i, i I a LAWS, ORDINANCES, RULES AND REGULATIONS THAT MAY IN ANY MANNER AFFECT PERFORMANCE FLORIDA. THE DISTRICT WILL U: THEM TO VERIFY THAT THE WORK PERFORMED CONFORMS TO I M. - EXISTING I—, - ... 1 � OF THE WORK, AND REPRESENTS THAT HE HAS CORRELATED HIS STUDY AND OBSERVATIONS THE REQUIREMENTS OF THE DI' . J1NGS, SPECIFICATIONS, AND ALL PERMITS. ALL DEVIATIONS FROM - _, ,EXISTING 2 MWI HYDRAFLOW PUMPS I I I ! p - WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND DRAWINGS. THE CONTRACTOR THE CONTRACT DOCUMENTS SH BE CORRECTED AND AS -BUILT DRAWINGS SHALL BE _i HEADWALL ��Vvl ELECTRIC DRIVES (BY OTHERS) (`-" (' '-1 cl SHALL ALSO REPRESENT THAT HE HAS STUDIED ALL SURVEYS AND INVESTIGATION REPORTS OF RESUBMITTED TO THE DISTRICT ,4R VERIFICATION OF THE WORK. NO ADDITIONAL PAYMENT WILL `t a t 2 SUBSURFACE AND LATENTT PHYSICAL CONDITIONS REFERRED TO IN THE SPECIFICATIONS AND BE MADE FOR CORRECTING THr ,' DEVIATIONS. FINAL PAYMENT WILL BE WITHHELD UNTIL ALL �, \ .1 j - i i i \�� � , , ! � ' �_ DRAWINGS AND MADE SUCH ADDITIONAL SURVEYS AND INVESTIGATIONS AS HE DEEMS NECESSARY DEVIATIONS HAVE BEEN CORRECT LD AND UPON RECEIPT OF CORRECTED AS -BUILT DRAWINGS. i - - \ I V1E TLAND "A. EXCAVATED I 1 1 I -- f,, { 1 I -� al FOR THE PERFORMANCE OF THE WORK IN THE CONTRACT DOCUMENTS AND DRAWINGS AND THAT THE SAME SCALE FOR THE CRC. :S SECTIONS SHALL BE USED AS IN THE CONTRACT DRAWINGS. _ SUMP AREA I " j 3 v' HE HAS CORRELATED THE RESULTS OF ALL SUCH DATA WITH THE REQUIREMENTS OF THE THE FINAL CROSS SECTIONS At THE THEORETICAL DESIGN TEMPLATES SHALL BE SUPERIMPOSED FOR PUMPS Ida: ( - _ oacltaRaE re / ( I , I _. ___ CONTRACT DOCUMENTS AND DRAWINGS. THE CONTRACTOR SHALL ALSO KNOWLEDGE BY WRITTEN OVER THE ORIGINAL CROSS SEG ° sONS. ALL STATIONS, OFFSET DISTANCES, AND ELEVATION POINTS (BY OTHERS) l- WET POND #1 l .':�. I - I SUBMITTAL TO THE DISTRICT PRIOR TO BIDDING, THAT HE HAS INVESTIGATED AND SATISFIED TAKEN FROM FIELD BOOKS SH,' BE CLEARLY LETTERED ON A MYLAR OF THE PROFILES IN A - lt I HIMSELF, AS TO THE CONDITIONS AFFECTING THE WORK, INCLUDING BUT NOT RESTRICTED TO NEAT AND PROFESSIONAL MANi FOR FINAL SUBMITTAL AND IN ADDITION TO THE ABOVE EXISTING --�` ..`; �_ .. , �: ' .6, i I ___ ._ THOSE BEARING UPON TRANSPORTATION, DISPOSAL, HANDLING AND STORAGE OF MATERIALS, REQUIREMENTS, ALL ORIGINAL )' +J FINAL CROSS SECTIONS INCLUDING STATIONS, OFFSETS AND - - CONC. ._ _ _ _ HEADWALL r` '.' �` --' ' V, - ." "'-'_ .'. "' \ � / ,.. �, , � - AVAILABILITY OF LABOR, WATER, ELECTRIC POWER, ROADS AND UNCERTAINTIES OF WEATHER, ELEVATIONS SHALL BE ENCODE[ ATO AN AUTOCAD DRAWING FILE (CONFORMING TO DISTRICT �ti .,.. .� CO .... NSTRUCT N f i - TREES, RIVER STAGES, WATER TABLES OR SIMILAR PHYSICAL CONDITIONS AT THE SITE, THE - ` -_ -� �`== STANDARDS) ON A COMPATIBLE L ^RODISK. AS BUILT DOCUMENTS (SHOP DRAWINGS AND INLET STRUCT 1RE r - < I_ 1,590 LF OF SCALE - - ' I - - CONFORMATION AND CONDITIONS OF THE GROUND THE CHARACTER OF EQUIPMENT AND SEE SHEET 7 I. 80' x 80' EARTH PAD W/ 4- to 1 SIDE SLOPES «'EJLAtl -"B' - CONSTRUCTION DRAWINGS) SHAI REFLECT ACCURATELY THE AS CONDITION OF THE _ j ' I F-ACILITIES NEEDED PRELIMINARY TO AND DURING PROSECUTION OF THE WORK. THE CONTRACTOR I EL. 24.0 I .... /r-- "'III 6 SHALL FURTHER ACKNOWLEDGE THAT HE HAS SATISFIED HIMSELF AS TO THE CHARACTER, CONSTRUCTED PROJECT. CONSI CTION SURVEYING SHALL BE PERFORMED BY FLORIDA 1.i .! I REGISTERED SURVEYORS DESGGt. , ED BY THE CONTRACTOR. AS -BUILT DRAWINGS SHALL BE 1i-_ a� _ pcy ; ON I MATERIALS OR OBSTACLES T B APPROVED BY THE ENGINEER t .' EACH AND EVERY PHASE OF THE WORK AND PRIOR TO - QUALITY AND QUANTITY OF SURFACE AND SUBSURFACE I 0 E -7 ENCOUNTERED INSOFAR AS THIS INFORMATI S REASONABLY ASCERTAINABLE FROM AN A z _ " C- _1 INSPECTION OF THE SITE, INCLUDING ALL EXPLORATORY WORK DONE BY THE DISTRICT ON THE A I A O ! RESPONSIBILITY OF PROTECTING: 1_ SURVEY STAKES, BENCHMARKS, MONUMENTS, ETC. ' TOP OF BERM .. . • • - -- -- 1 ( SITE OR ANY CONTIGUOUS SITE, AS WELL AS FROM INFORMATION PRESENTED BY THE DRAWINGS REPLACEMENT COSTS FOR ALL F THESE ITEMS SHALL BE BORNE BY THE CONTRACTOR. ul w El. 20.5 0 EL 24.5' 71 ) , II i II 8 AND SPECIFICATIONS, OR ANY OTHER INFORMATION MADE AVAILABLE TO HIM PRIOR TO RECEIPT - TOP OF BERM = `� , - ' • ' _ OF BIDS. ANY FAILURE BY THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE AVAILABLE 9, DELIVERY, STORAGE, AND HANG .I1':iG: 0 EL. 25.5' ..� f � I I �- � INFORMATION WILL NOT RELIEVE HIM FROM RESPONSIBILITY FOR ESTIMATING PROPERLY THE - 'Al #1 BLEED DO • � `' I I 9 DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE WORK. THE DISTRICT ASSUMES NO DELIVERY AND STORAGE: ALL EQUIPMENT SHALL BE BOXED, CRATED, OR OTHERWISE SUITABLY - CONSTRUCT 300 LF �.'. .'. , , I SLOT C� EL 21.0' '' OF LOW FLOW CHANNEL { "„ ; ^ --- RESPONSIBILITY FOR ANY CONCLUSIONS OR INTERPRETATIONS MADE BY THE CONTRACTOR ON PROTECTED DURING SHIPMENT .{rTD HANDLING. THE CONTRACTOR SHALL DELIVER ALL ITEMS OF IR CREST @1 EL. 22. ' 2i ' <VEIL�aNL?- ".- r. I" I . 1Q THE BASIS OF THE INFORMATION MADE AVAILABLE BY THE DISTRICT. EQUIPMENT AND MATERIALS TO . iIE PROJECT SITE IN THE MANUFACTURER'S SEALED AND - SE SHEET 12� WET POND #2 II i UNDAMAGED PACKAGING. ALL F 'AGING SHALL BE LABELED AS TO THE CONTENTS. ALL COATED - WEST '` ,•s EAST \ r 10 ; �'-_ 2. PERMITS: SURFACES SHALL BE PROTECTED,, AGAINST IMPACT, ABRASION, AND OTHER DAMAGE. ALL EXPOSED �. �........._.. �.__ J: - INV. 20.6 INV. 20.0 , > ii - - 2' L • .. (' '^ . . ' ' , • ' / f 1. I I 11 THE CONTRACTOR SHALL COMPLY WFTH THE CONDITIONS CONTAINED IN THE FOLLOWING PERMITS THREADED PARTS SHALL BE GFt j1 SED PER MANUFACTURER'S RECOMMENDATIONS. ALL FEMALE = I .._� THREADED OPENINGS SHALL BE CLOSED WITH FORGED STEEL PLUGS OR OTHER COMPATIBLE - TOP of BERM �s $ ' -r '<,-• • • • • . • . - WHICH HAVE BEEN OBTAINED BY THE DISTRICT: - _1 EL. 23.0' �� f -- 4 • • r� t - / ITi r �" P • --- {� I SEALERS TO PROTECT EQUIPM+ Y1 THE CONTRACTOR SHALL DELIVER ALL EQUIPMENT AND _ ^a -''� � `_ . - f I . , - _ , - - - .- -- MATERIALS TO THE PROJECT S I� AND SHALL INSPECT (CONTRACTOR AND DISTRICT), UNLOAD = l , X25.5 1� �.. - . _ . ......... , } I .I U.S. DEPARTMENT OF THE ARMY, CORPS OF ENGINEERS, NATIONWIDE PERMIT NW-27, STREAM AND STORE WITH A MINIMUM OF HANDLING. STORAGE LOCATIONS SHALL NOT AFFECT ACCESS /� ?3 RANSITION BERM •, -'= - w AND WETLAND RESTORATION, ISSUE DATE AUG. 27, 2001. CORRIDORS. MATERIALS SHALL a?OT BE STORED DIRECTLY ON THE GROUND. THE INSIDE OF PIPES �2 ' FROM 25 5 TO 2-1i - �_ I _ l � . , ,\_G.S. #1 SEES` r. - _� •_ �. r SHEET 9 ¢ �, FRAMSITIOPJ BERM , . � . ��t,:. , 4 0 23.0 0 25.5 CJ .". ' - __ -- -- - - -, ti � .l J - 13 �� C t, - WEIR #21) BLEED DOWN - r 23 DRY POND SLOT @ EL. 20.2' '; "NO EXCAVATION" WEIR CREST @ EL. 22.0'MATCH LINE '� SEE SHEET 13 \ sEE swEeT a FOR-- ' SOUTHERN SITE PLAN .4 1- TYPE C INLETS SEE SHEET 7f13 TOP OF BERM 0 EL. 23.0' .�. TOP OF BERM EL. 23.0' it e .\ .- WEIR #3 SEE SHEET 14 if I w-cl "� ► I............... ...'.\ i. . . ..-V'A,lAND ,YN„--- --\ TRANSITION BERM- �.l . .u- .. . . . , , . ..--- I . \ I . . . - . _ I ... , , . .. _ 2 7, :,,_r,- , -,. -I i__ ,-- -`� ,.__,.., (- , . . ,, ,, , i 3 .... •.1 I...... i ( _A ti.. . �°s. , , 1� \.........., -1 jr-` I J, �. 1 . . . . . . . . . ; , _ . . . . - (� I .___ I \.... . SEE r. , �_T 3 FOR ' y _ F RTHERN SITE PLAN G.S. #2 SEE _ -;''° :'t 7 MATCH LM SHEET 10 f' . - I --- -, , 1 ` - 1 _.___ 1 • it � .III! a FROM 23 TO 24.5 I \ 1{ -.s , '1 - \ _ .----.-� 1 a TYPE C INLET '.'.' WF1�_APJD- ':L"', . _ � I 1 ' i 1 TIE TOP OF RM SEE SHEET 7/B TOP OF BERM ,,ram I i/-ItJTO PROPER r LINE I, / � � .. .. . . . . . __-� � r __ A .1 �� z.3 0 EL. 24.5' L E IF I ____ . . l , ` .7 '.'.'.'.' . �.' tel: . \ . ,.� 3 17_ / , _ ) W TLAIJD "Lf \_✓ f Y � _T II ,:_. 13 i / X ( I �. \ ` ' J.. I ..'....'.'.'."....... ,\` _' _ I ;! I4 \_ . ��f... :I ref..................... . w t _..` .....'.'.-...'..._...'.'...'.' °...\\\��� _'.---.'.'.'_�.--.-.-.'--.''-.-.-_'.-.---.'_-_'.-.-.' I - •� '(III 1 5 �_ ,� I ,s ,,, WfIMPOUNDED AREA •'•-...'..'.'......'..°. '_ WETLAND _" - ' '.'. '. '. , F.' , i Boundary \'..................°.........,. ,._,.._,_.......,,,\ I.. ,, 16 "NO EXCAVATION" . . . . . . . . _ . . . . . - . . . . . _ . . . . . . . -1 . . . . . . \ I ( 1 I A. . . . . . . . . _ . ''� �. _ _ �_ ,� { - . . . . . :� C � � .`.-.", \' 2T „w e, ­_e_...I. I .... ,..I. 4 m� ame+-3 \_ TOP OF BERM @ EL. 23.0' LEGEND \..'.'.'.'..'.'...`..`..'.'.'.'.'.'.'.`.'.'.'.'. ,'.`.".'..'.'.. ...`.'.'_ .` ry&y I.°.`�. � ';!_e \• - ................•,,..,.,..... _-.- ' • • • • I.°..:" _I .'\ I ;I 11; `I.................................°..........I. 1 \ . ' . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . \ ; � '---=--. -_' --- � �. 1 .�. . ... . . . .... ........................ ..... .. . . . ..-___.�.__--_- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � \. . . _ . . . • \ � -WE Tl., IJ:�[?__-, � . f� ✓ A - - - \ I ,j 'I ..... .... . .,-I._�r......, -,,' ! /` . . . . . . . . . . . . . 1 - - - - - - - - • • • �CityofSebastian','_'-'.'/.'.'_-. ,'. .'..'.'.',`.` .. , . . . . . . . . . . . . . . . . . • . . II --l�: /4.IV , } T!E TOP OF BERM Right of Way.' - -'.. - .. _ .. - I INTO PROPERTY LINE PROJECT ..'. ...`.`...'.--.... ..,.°__ •..............,._<,\ ./___ BOUNDARY ,\. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ..'.'-'. , .'.'.'.','.'.'.'.'.'.'. `, - ..... ................• _..,.,,._................. c 3, , ...........,....-. }......,..,,.,....•......,.... \ TOP OF BERM l.'. . .'.'. . . . .'.'. .'.°.'. .'.'.'I -1-, ,`•..,,-,.'.'.-...•.','... .'.'.'.'...,j ;1,_ �, ®EL.23.0' ._-...... -_ ... 4L-TEM �.11"_,..... i , 0 . . .. . ,° . , IMPOUND AREA . , . - . - _ - CONTROL STRUCTURE : . . . . . C-�A TYPE E INLETS , . . ........'.'.•.•,'.'.'.'.' `1 .� t'.'..'. ,'.`.'. .SEE SHEET 7/C. , -\ I c_, . . . _� \ C' i +a _. -..', I `� I . . . WETLANDS -22- PROPOSED CONTOUR -01--IP-- EXISTING OVERHEAD POWERLINE i- PROPOSED SLOPE .' ±..:. f _- �. -i I ? FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, NOTICE OF GENERAL PERMIT, INCLUDING FLORIDA ADMINISTRATIVE CODE RULES 62-341.215 AND 62-341.485, ISSUED AUG. 13, 2001. THE CONTRACTOR SHALL OBTAIN ANY AND ALL REMAINING PERMITS AS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT AT NO ADDITIONAL COST TO THE DISTRICT. 3. THE CONTRACTOR SHALL CARRY OUT ALL CONSTRUCTION OPERATIONS IN A MANNER WHICH DOES NOT CAUSE VIOLATIONS OF STATE WATER QUALITY STANDARDS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, HAY BALES, TURBIDITY BARRIER, ETC.) AS REQUIRED FOR COMPLIANCE WITH FEDERAL, STATE, AND LOCAL LAWS, RULES, AND REGULATIONS. 4. ALL ERODIBLE GROUND AREAS AND SLOPES DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED WITH SOD, MULCH, SEED, WET -LAND SPECIES, OR OTHERWISE, AND APPROPRIATELY STABILIZED WITHIN 72 HOURS AFTER COMPLETION OF THE CONSTRUCTION ACTIVITY AND AT ANY OTHER TIME AS NECESSARY TO PREVENT VIOLATIONS OF STATE WATER QUALITY STANDARDS. 5. THE CONTRACTOR SHALL VERIFY ALL BENCHMARKS; ALL HORIZONTAL AND VERTICAL CONTROL POINTS, GRADES, AND RELATED INFORMATION; AND THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY THE DISTRICT OF ANY VARIANCES FROM THE PLANS PRIOR TO CONSTRUCTION AND IN SUFFICIENT TIME TO ALLOW REDESIGN. 6. CONTRACTOR SHALL NOTIFY THE DISTRICT AT (321) 863-0013 AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 7. CONSTRUCTION INSPECTION WILL BE PERFORMED BY THE DISTRICT AND IS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE DISTRICT AT LEAST 48 HOURS BEFORE REQUIRING INSPECTION OF EACH AND EVERY PHASE OF WORK. NOTIFICATION SHALL NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY ADHERING TO THE PLANS AND SPECIFICATIONS. 8. SUBMITTALS: SHOP DRAWINGS: AFTER CHECKING AND VERIFYING ALL FIELD MEASUREMENTS, THE CONTRACTOR SHALL SUBMIT TO THE DISTRICT SIX COPIES OF EACH (WHERE REQUIRED), MANUFACTURER'S RECOMMENDATIONS FOR ASSEMBLY AND INSTALLATION PROCEDURES, CATALOG CUTS, CERTIFICATIONS, SHOP DRAWINGS OF MATERIALS USED FOR CULVERTS, CONCRETE DESIGN MIX, SLUICE GATES AND THEIR APPURTENANCES, AND ETC. THESE ITEMS (WHICH SHALL HAVE BEEN CHECKED BY AND STAMPED WITH THE APPROVAL_ OF THE CONTRACTOR) SHALL BE PROMPTLY SUBMITTED PRIOR TO ORDERING SO AS TO CAUSE NO DELAY IN THE WORK. AT THE TIME OF EACH SUBMISSION, THE CONTRACTOR WILL IN WRITING CALL TO THE DISTRICT'S ATTENTION, ANY DEVIATIONS THAT THE SUBMITTAL(S) MAY HAVE FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. AFTER EXAMINATION OF SUCH SUBMITTALS BY THE DISTRICT AND THE RETURN THEREOF, THE CONTRACTOR SHALL MAKE SUCH CORRECTIONS TO THE SUBMITTALS AS HAVE BEEN INDICATED AND SHALL IMMEDIATELY FURNISH THE DISTRICT WITH FIVE CORRECTED COPIES. ALL CHANGES OR REVISIONS SHALL BE CLEARLY MARKED AND DATED. AFTER FINAL SUBMITTALS HAVE BEEN APPROVED AND RETURNED, NO CHANGES OR REVISIONS SHALL BE MADE WITHOUT RESUBMISSION AND WRITTEN APPROVAL BY THE DISTRICT. THE APPROVAL OF THE SUBMITTALS BY THE DISTRICT DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ACCURACY OF DIMENSIONS AND AND DETAILS, BUT APPLIES TO THE GENERAL ARRANGEMENT OF THE WORK. EQUIPMENT AND MATERIALS STORAGE INSTRUCTIONS: PRIOR TO THE SHIPMENT OF ANY EQUIPMENT AND MATERIALS, THE CONTRACTOR SHALL FURNISH TO THE DISTRICT A COMPLETE WRITTEN SET OF STORAGE INSTRUCTIONS TO BE FOLLOWED PRIOR TO AND DURING INSTALLATION OF THE EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL ASSUME FUL.I_, RESPONSIBILITY TO SEE THAT HIS STORAGE INSTRUCTIONS ARE BEING CARRIED OUT AND SHALL IMMEDIATELY NOTIFY THE DISTRICT IN WRITING OF ANY DEVIATIONS HE OBSERVES FROM HIS WRITTEN INSTRUCTIONS. THE CONTRACTOR WILL MAKE NO CLAIMS THAT ANY RESULTING DAMAGE TO EQUIPMENT OR MATERIALS NOT CALLED TO THE ATTENTION OF THE DISTRICT AT THE TIME OF OBSERVANCE HAS BEEN DUE TO IMPROPER STORAGE. AND FITTINGS SHALL BE KEPT REE OF DIRT AND DEBRIS. GASKET MATERIALS AND PLASTIC MATERIALS SHALL BE PROTECT r L FROM EXPOSURE TO DIRECT SUNLIGHT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY i SEE THAT HIS STORAGE INSTRUCTIONS ARE BEING CARRIE D OUT ,AND SHALL IMMEDIATELY NOTIFY THE DISTRICT IN WRITING OF ANY DEVIATIONS HE OBSERVES FROM HIS WRITTEN INSTRUCTIONS. TI _ CONTRACTOR WILL MAKE NO CLAIMS THAT ANY RESULTING DAMAGE TO EQUIPMENT OR Mi ' z RIALS NOT CALLED TO THE ATTENTION OF THE DISTRICT AT THE TIME OF OBSERVANCE HAS BE._'.'DUE TO IMPROPER STORAGE. HANDLING: MATERIALS SHALL HANDLED IN SUCH A MANNER AS TO AVOID DAMAGE. EQUIPMENT AND MATERIALS SF _L BE CARRIED TO THE INSTALLATION AREA, NOT DRAGGED. 10. THE CONTRACTOR SHALL MAINTAsN A CURRENT SET OF APPROVED CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA, SH I " DRAWINGS AND ALL PERMITS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION. 11. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION FOR THIS WORK SHALL BE IN STRICT ACCORDANCE WITH THE DRAWIPGS, SPECIFICATIONS AND PERMITS. SUBSTITUTIONS AND DEVIATIONS FROM THE DRAWIN S AND CONSTRUCTION SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVI HAS BEEN ISSUED BY THE DISTRICT. 12. PLANS AND SPECIFICATIONS RY OUIRE COMPACTED BACKFILL TO BE PLACED ALONG SIDE OF AND OVER ALL CULVERTS. THE DISTRICT MAY REQUIRE TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION; THE COST OF SUI, 11 TESTS SHALL BE BORNE BY THE CONTRACTOR. 13. ON -SITE DISPOSAL AREAS FOR _>URPLUS SOIL MATERIALS AND UNSUITABLE MATERIALS WILL BE WITHIN DESIGNATED BORROW AREAS IN SPECIFIC LOCATIONS AS DIRECTED BY THE DISTRICT. THE CONTRACTOR SHALL COORDINATE WITH THE DISTRICT PROJECT MANAGER FOR THE SPECIFIC LOCATIONS AND LIMITS OF FILL. PRIOR TO THE START OF CONSTRUCTION. MATERIAL SHALL BE PLACED IN SEPARATE LOCATIONS. THE DISPOSAL AREA SHALL BE LEFT IN A SATISFACTORY CONDITION, SMOOTHLY AND Ed ENLY DRESSED, SLOPED TO DRAIN FREELY WITHOUT ANY TRENCHES OR DEPRESSIONS, WITHOUT CD NFLICTS WITH DRAINAGE FEATURES, AND GRASSED IMMEDIATELY AFTERWARDS. DRAINAGE OF A . 'YS ADJACENT TO DISPOSAL AREAS SHALL NOT BE BLOCKED OR IMPAIRED BY THE CONTRACT01 .S OPERATION. 14. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, LEVEES, ROADS, UTILITIES, AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND OTHER IMPROVEMENTS NOT SHOWN. ADDITIONALLY, THE WORK WILL BE CONSIDERED COMPLETE ONLY AFTER ALL RUBBISH AND UNUSED MATERIAL DUE TO OR, CONNECTED WITH THE WORK HAS BEEN REMOVED AND THE PREMISES LEFT IN A CONDITION SATISFACTORY TO THE DISTRICT. ALL PROPERTY DISTURBED OR DAMAGED DURING PROSECUTION OF THE WORK SHALL BE RESTORED TO ITS FORMER CONDITION OR BETTER CONDITION AT NO ADDITIONAL EXPENSE TO THE DISTRICT. FINAL PAYMENT WILL BE WITHHELD UNTIL SUCH CLEANUP IS COMPLETED. 15.THE CONTRACTOR SHALL PRO"'IDE THE NECESSARY GRADING AND WATER CONTROL SUCH THAT ALL EXCAVATION AND CONSTF �,' TION ARE PERFORMED IN THE DRY AT ALL TIMES. WATER FROM PUMPING OPERATIONS SHALL EIE CONTROLLED TO PREVENT ANY INTERFERENCE WITH OTHER WORK OR DAMAGE TO SURROUNDING= AREAS. GROUNDWATER SHALL BE MAINTAINED A MINIMUM OF 1 FOOT THE BOTTOM OF ALL E?'AVATIONS MADE DURING CONSTRUCTION AND A MINIMUM OF 2 FEET BELOW THE BOTTOM OF _L COMPACTION OPERATIONS. WATER LEVELS WILL VARY. NO ADDITIONAL PAYMENT WILL BE rADE FOR DEWATERING. 16. WHENEVER IN THESE DRAWING_ AND SPECIFICATIONS OR IN ANY OF THE CONTRACT DOCUMENTS WHERE ANY ARTICLE, APPARATUS, DEVICE OR MATERIAL IS DESIGNATED BY A MANUFACTURER'S VENDOR PROPRIETARY OR TRADE NAME AND SUCH WORDS ARE NOT FOLLOWED BY THE CONDITION "OR EQUAL", IT SHALL BE DF'_;MED THAT THE WORDS "OR EQUAL" DO FOLLOW SUCH DESIGNATION. ANY ARTICLE OR MATERIAL ED l-IALING THE STANDARDS FIXED MAY BE USED IN PLACE OF THAT SPECIFICALLY MENTIONED BY FHE DRAWINGS AND SPECIFICATIONS, PROVIDED THE MATERIAL PROPOSED IS FIRST SUBMITTF'-, TO AND APPROVED BY THE ENGINEER. IF A SUBSTITUTE ITEM OF MAT TRIAL OR EQUIPMENT IS APPROVED BY THE ENGINEER. THE DISTRICT SHALL RECEIVE THE BENEFIT OF ANY ECONOMY RESULTING FROM THE SUBSTITUTION. LIMITATIONS ON ENGINEER'S RESPONSIBILITIES: 1. THE ENGINEER WILL NOT BE 1, _:�APONSIBLE FOR THE CONSTRUCTION MEANS, CONTROLS, METHODS, TECHNIQUES, SEQUENCES, Fi�OCEDURES, OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENT THERETO, AND THE ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, CONSTRUCTION DRAWINGS, SHOP DRAWINGS, ADDENDA, MODIFICATIONS, SPECIFICATIONS, NOTES AND PERMITS. 2. THE ENGINEER WILL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY SUBCONTRACTORS, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. --d*'-'-- SURFACE FLOW DIRECTION I _ -I _ ' lIIIIILI IIII` I "ll11111JIII IIJIIIIIeIIIAWa°WIIIIYIIIIILI - . I -I f ®CERTIFICATION: 1-0 EXISITNG GRADE �--- - .______ _ £I� _v - PROJECT BOUNDARY LINE I. _ - . I- _ - , - . ,_ / a __ ,�,..e - APPROXIMATE LIMITS OF EXISTING 1` \.. � 1 �__�_.�___�___ 4 WETLANDS FIELD LOCATED BY I �-` SJRWMD STAFF). 51 __ ...F -, _.__.__- `' I�.'. Date R. Smi•th P.E. v FO SJRWMD REVIEW ONLY. 0- II - P.E. NUMBER: 32054 `,,� N FOR CONSTRUCTION DATE: t % ,. W, n.. Yr;',"IIJYI „I LYIL, L.��eII. �,. IIII, JI��,, II r',' �w�' ", dI, rlw, ,� I IL IYI"All 'III Imo,wlw-uJ ulwmaudl YY'IWnY uy YII ICI A. �, u.�iluLl.l Ym LL,uYw Y'WJI lu'IJieIY.WI. YL I oI�IIY u1 �. �. � � ^...:.- I�LP�, II IJ Wu,wn,L' LIiJILll ullll lulu � JIuu,W I,L I _ e1 6,L,uu n��.i LI.�. uu., L W I L�YL.4 u 'I a III ILY,wIWI YI I � II"1;, . ".i �I ��,,,, 1 �I ' IYI� . Y d i J�II \ I � � � ,. I lu I I,I u IwY„ ..��I Id 1, 'i", i ' e. ..uW Ii IS ' �L ie� ' ! i'JI. I ,' Y,4 WWnnI IW I.. ow 1 . Y � I�J.I I 'Y i II'IIId'uL uui Y I III .�na�l. 1.61 J. w,� �Y on.l � I II I LI. .n.I �l I I .m.J �� I I I. ..e IL,I,I � ,. I. Y. �. I � � h.W�WW Ws.:..v=all � L.I I I I I..I I I I IIII II ' I II- I ILL � I.I., I.I I, II 1 II I.. I I IIIJ IId11 I. I IIIY II I1iII.4J - 11, 'll I.IIIWIIIJ IYIIIIIII, Y iYlYllliubi'I, I All ,YJ.YuI.11JIIWIIYIIJIII II4 Y,IWIWYUI.,YiI ' .' .. .. "" fI u'Y. 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YI W "d II,1 .II IhYuI'I 1 . u ulil leW� Y 41 IpIYI� _ - _ i - I .4JIil ,IY4,Y1 I, Y I Y �dIIIIII Y11Y - I I I I UI IIIII I IlA IIIII�IYIJII . �II,e I.., III II L'll I 114��,eI i I I IIYI,Id I ,�, IIIIIYI I II I..II I wdl�l lL � �I,I ...III . dJl �tl'"E�EJ,II,� .ICI a I.I. iIII,bIi IIII lie III III III IJL eI II II I i II. IpI I. I,IIIuII u'Iu ` - DRAWING FILENA '� _ _ - SIT JOHNS RIVER '� ME. SEBASTIAN STQRMWATER PA WATER P�ANAGEI�EhJT DISTRICT - :darns_survey-Sht 2-4_15-19 _ = - �' - = = PROJECT NUMBER: P.O. BOX 1429 PALATKA, FLORIDA - ' - = _ DEVEL®PMENT PLANS - = - OVERALL SITE PLAN - - 44015 CITY OF S~E�3A�S'TIAN, INDIAN RIVER CQV NT _ DRAWNI PP❑❑L/M.AeW. DATEI 8�15y02 REVIEWEDI PR❑Je MGR.I - _ SHEET NUMBER: SCALEt 1, = 200' DESIGNED: DRS SECTION CHIEF: DIVISION DIRe1 - �� Y AT APPROVED DAT - _ _ N❑. REVISION B DATEE _ ;♦ _ - � [IF � - I � IAlI IIII u.. I I WI ,.I I n l�. eu.J � I I. I n �. dI. d'Ie d, I L ul.L.% I, I . ��� I :ell II. a0Y n I. 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IsI,L Y� . ,§ .. ,. il.l„ JI,o a iu�I..I e Y I..�I..iI Y IIII JI� IIIJIiI e.i� le I,J uII.I,i, I Jlliu � ' -. I Y Adolfl u, illll l'ulI IIIYI IL. ,'WeII, II.IYIYIe Ywl 1141 4AILJ1 JYI YIY II IY IIIJ �,W IIIIL lbill JAIN I I.1 I ill 1, , I I I A Ili, I A II I I I l a Haul III I, , 1, 1. 1, 11 ,1, L 1, 1 ­ ILI .I I I:: 1,11 1 1. ... I 1 1, 1 1, J I N I'l I." I Ill i L, L ILL, 1 11 IN :II..1, 1 ill, I "11111111IN A 0 CONSTRUCT CONCRETE DRIVEWAY SEE SHEET 8/F g. u Dilve 5 F X� TYPE C INLETS 4-4 S EE SHEET 7,./A )Fl XV1, M_ X ISTING fo 5�1 4l CON C. 2 MWI HYDRAFLOW PUMPS HEADWALL f, 0 WITH ELECTRIC DRIVES (BY OTHERS) 2 (A'I WETLAND C x A EXCAVATE t SUMP AREA )S FOR PUMPS C, q rj DISCHARGE (BY OTHER""' WET POND #1 T 5 10' 15t, EXISTING 1<\ . . . . . . . . . CONC. 'vv HEADWALL� . . . . . . x 5 CONSTRUCT T5. . . . . INLET R 1,590 LF OF SWALE . . . . . . . SEE SHEET 7 80' x 80' EARTH PAD W/ 4 to 1 SIDE SLOPES WEIT AN[) "B EL. 24,0 .. . . . . . . . . . . . . .. 6 LEGEND --ca WETLANDS IN 7 PROPOSED CONTOUR 22— A —OHP— EXISTING OVERHEAD POWERLINE TOP OF BERM PROPOSED SLOPE El. 20.5 @ ELL. 24.5 8 . . . . . . . . . . . . TOP OF BERM . . . . . . . . . . SURFACE FLOW DIRECTION @ EL. 25.5 EXISITNG GRADE 11:5 WEIR #1 BLEED DO PROJECT BOUNDARY LINE CONSTRUCT 300 LF SLOT @ EL. 21.0 . . . . . . . . . . APPROXIMATE LIMITS OF EXISTING OF LOW FLOW CHANNEL WETLANDS (FIELD LOCATED BY IR CREST @ EL. 22. i WE TL A 141 D' . . . . . . . . . . . . SJRWMD STAFF). SE SHEET 12 10 WET POND #2 . . . . . . WEST EAST INV. 20.6 INV. 20.0 . . . . . . . . . .. - 21 4 ILI TOP OF BERM @ EL. 23.0 co . . . . . . l 7. ��� _ _ _ _ _f r—� ,., a fir„ I 25-5 1 23 TRANSITION BERM 1-t . . . . . . . �y FROM 25.5 TO 24.5 G. S. #1 SEE/ SHEET 9 . . . . . . . . . . . . . WE TLI0 f`, ° �, ,t _ _� I _ _ _ . . _ . _ �I . . . . . . . . TRANSITION .BERM ,.-I FROM -23. 0 - TO - 25:5- C14 N. - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . X - - - - - - - - - - 13 3 4 J­ WETLXND "'C' WEIR #2 BLEED DOWN 23 SLOT @ EL. 20.2' DRY POND WEIR CREST @ EL. 22.0' NO EXCAVATION" SEE SHEET 3 FOR MATCH LINE SEE SHEET 13 NORTHERN SITE PLAN SEE SHEET 4 FOR MATCH LINE SOUTHERN SITE PLAN G.S. #2 SEE 23 SHEET 19, 23 WETLAND E" R T, I1 F` ATION: Date R. Smith P.E. FOR 'iiWM`D REVIEW ONLY. PIE, NUMBER: 32054 N07 -OR CONSTRUCTION DATE: I'll 4 11 111 Jill, III 61,1111A I'l III, i.l. ILI,,! IN N IL IN "Ll 114101 L111, ILL, HIM LININ illlii�li, 1 114414ill .11, All "Ill VOW L111''I 1, 1,6 ''All, Ill I l dfil I il 1, WI::II, I I 1 11, 1 1,1 1 , III Ill, I I I , I I L 1 1'. fil III I., Jill Al. , I. 1 1, 1961ue:, III IIIJII INII, lull II I I J, 11, 1 11ION 11111 I'll hill, 11 I'll I Ill. 1.11 Ill 11/ 11 I.11IINAM 141 411.1 Ilikill, 11 1 ll.i,i�, IIII I'll .41NIMILI 1 ILI ill IJ 14111'' 1 ill willill ill 11 11, Nw ii N, IlliliAl Ill 11 'ILI, 11111111111111I ill I'll 0.1111 ill I ;.I A Ill i IL 11 il ,l, ii I 111i I lill I LIEN11,11, hill iii 114111IN , lili'lik, I'A", I"ILI 0W),il l I Ali, 1,1, 11 1 ilill I ii, I IN, 1,1 1 ji iIiii ILL, III 11111111 I., 11"Hill", :,I'' N, I 1� L�li ill I Ili II, Ili Aj I 1 1.1 A ,I I I''I I I I I, I 170w, 'l ­ 11 ill 'I I. .... I ....... ,wl I:I ST JOHNS RIVER 'e"DRAWING FILENAME -.1dams -Sht 2-415-19 SEBASTIAN STORMWATER PARK -survey RJR WATER MANAGEMENT DISTRICT P.O. BOX 1429 PALATKA, FLORIDA PROJECT NUMBER: DEVELOPMENT PLANS 0 _ij NORTHERN SITE Plf�AN 44015 DRAWN: PPOOL/ M,A.W. DATEi 8/15/02 REVIEWED: PROJ. MGR.: SHEET NUMBER: CITY OF SEBASTIAN, INDIAN RIVER COUNTY REVISION BY DATE APPROVED ILI, DATE SCALE: 1' 100, DESIGNED: DRS 01 SECTION CHIEF: DIVISION DIR.; i�l ALI ili ill 4W IN W 1111I I —IN ININ11,11161 I ill LI.Nill :,II:.I I I I . I. .... .... ;'I'' ",I, ''i III,IYiIu,L OF 19 IN, 1,1"j , I I I , l , I 1 1, l , I" , i I I ... ... . ... — I III I LIN "I'l A, I! „I .., ,� ✓., . 1,All id, I,1111,114.141 ;I ,, Ia,,1 ,.a a,a,�1111, ,' =1.-AN,. ,1 ,I III .i ,'I1 I1 ,,. ,,': :..,,i,,...,.a I �„� - 11 L........ . wNIWE 'J, ill Pm Sul InuNlro .lu 11111 niHJl 11611 ai ��m. l IY . r,tl ullJll,. lu ;l. y.,.,l 11.. 'l. L,' .an Jl1 r I , i WEIR2 BLEED DOWNAll1,{a 23 SLOT , ----- r{ �� SLO DRY POND r I SEE SHEET 3 FOR 79 WEIR CREST @ EL. 22.0 ti r NORTHERN SITE PLAN NO EXCAVATION SEE SHEET 13 �= MATCH LINE. II rb.- 'i MATCH LINE SEE SHEET 4 FOR G.S. 2 SEE- �' SOUT HERN SITE y E PLAN # K SHEET 10,b , _ t, I a 23 -23 �/ " WETLAND "M" 1 . TRANSITION BERM _ II 1 FROM 23 TO 24.5 _ _ "--2411 .5 1 �TOP OF BERM I TIE TOP OF BERM I N @ EL. 23.0 TYPE C INLET ET�A�-}=L��' . A I INTO PROPERTY LINE I ►- - - TOP OF BERM SEE SHEET 7/B t . ,a� . . . . . . . . . . . . f 3 3 . _ . . . . . . . - @ EL. 24.5' AN INLETS 1. . _ . i 'J . / p _ . . ��ID TYPE C i . (POND . . �� ��� � f SAli EE SHEET 7 B � 23 2�0 �i _ . �� _ ;; " _ .� - �. � - - 1 a - _ \ 13 _ . ow - WEIR # t-\ . . . . . . . . . . . . SEE SHEET 14 t . ` _ - _ . _ _ _'�' /- _� ` %. _ . . _ . _ _ . . . ~`_` _ ,...�- - - - - - - - - - - - - - 1 t9 1� . . . . "�. . . . . . . . . _ . . _ _ / `` tt. .-. -. -. . - -- - - . . _ . . . . _ . . . . . . . . . . _ / j- _ .tjl !j Property . _ . .. . . _ ,� ,� _ . _ _ . \ / I ;r-, Boundary f . - - - - - - - - - - - - - - - - - - IMPOUNDED AREA t - _ _ _ . _�iVE f�AI�D�. �: _ _ . . . . I I ............... t._._ _.. _....,... . ._. . _ .__ ..� TOP OF BERM . _ _ _ _ . _ � "NO EXCAVATION" � _ . - .. - .. « - y • w - . - . _ . . _ _ . _ _ . . _ . . . _ . . _ . . . `�. . . . - -WEFLAN ''14" - _ . t . . @ EL: 23.0' f . . . . . . . . . . . . . . . . . f_ .w� . . . . . . . . . . .�. . . . . . . ....... . .-.+. . . ..Y. .._ .--y- - - - --�` . O 16 v i . Ng'Ng. _ . _ ti@4 - . . . . . h94. _ . . . . . . ti9 _ \ ?� 1 2................................... ................ fo _ _ _ /- .-.--_- L, .R - - - - - - - - --�.s... _._ . .n.-. ...- _ . .6.�. .- _I_a_ . . . . _ .� ,\. . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . �� _ e_ _-.--...a.a.n_ p .--_a� m _ � _. f. . _ _ _ . . _� h��`t' } . . . . - . - . + . . . M . - . • . • . . . _ .. .• ' • - - ' . . .. . - . . . ` . .. . \ SITE `F°7C� fl { .,, 23 ,4 , . . . . . . . . . . . . . . ... . . . • . . . . . . . . \ 2 gig , \ . . _ - . - City oBeba.stianr _ . _ . . .. . . . . . . . . . . . .. �.�� ; �10 _ _ _ . _ . . . . . . = , TIE TOP OF BERM 00 U _ .�.M.µ.-.-. RhofV4�ay.A.p . . j�. . . . . . N. . . . . . . . . . . . . . .`�. INTO PROPERTY LINE TOP OF BERM PROJECT _ . _ . . , _ . _ . . _ . . . . _ . ► \ @ EL. 23.0' BOUNDARY \�. _ . - - - - • . , .^.h.0.-. . .- .-.+.- . . . . ► �r� 1 ° . . _ . . . _ . . . . . . . . . . . . . . . .� . . . .. . . . . . ' 1 . . . . �' . . . .t'. _ T . . ^3, . �: . ^,fie' . = TOP OF BERM �. - . . . _ . . _ .�.�..�. �_�.�_�_._�.�.�.�.~.-.�.�.�.�_-.�.-.'.«.-.'.�.A_W.�. LEGEND 0 / - _ - . _ . . . . . . . . . . . _ _ . ti = @ EL. 23. 0' \ . . ... _ - . . . WE-TL' A:N D= „Lo' . . F I.3 IMPOUND -AREA' f Q WETLANDS �� . . ��1 . _ . CONT�OLx _SYRU.CTI�R,� . � _ . � . ' .. + ..... l . _ . ._ _ —22— PROPOSED CONTOUR ' tE 3 - �, TYPE - INLETS . _ ._ —OHP- EXISTING OVERHEAD POWERLINE . . . SEE. SH ET 7/. C . . . . . . . . - 11110, PROPOSED SLOPE . _ _ . AN . . . . . -ram SURFACE FLOW DIRECTION 4 . . _ . . . ���° . »,eye — 1 EXISITNG GRADE ,� '1g° X `� > a.l 9 2 ti r PROJECT BOUNDARY LINE Xa,G� a APPROXIMATE LIMITS OF EXISTING Ir y� ` . . . . . . ` A < y I WETLANDS (FIELD LOCATED BY k j n SJRWMD STAFF). 111„ 1 ' nll lu 1 11 I w 11 l uu,ul, fnl, ERTIFICATION: . . . . . . . . I Dale R. Smith FOR SJRWMD REVIEW ONLY. _ P.E. NUMBER: 32054 T FOR CONSTRUCTION DATE: a . .., �J1 ,i,i. 1 11. R1 iJ 11 �I�,�i,.1 o. 111E .,ilG'_ri�ui �i,.I L.. Ix upl III ia�.liCe J�1, Il�x,l x. I.L„ III!. end 'In,L'..nllil J.'I luuli.Nillll".I.liiwu.,i,Jn II'r J4,p�.Jli 'ellmu'J �, �.. ..... .. �, ollor ,�i . 10,,.0 16Vu Y' Ali. 1. III m� .=.s ���ul„ d1l'la r„ 1 �.11,I11,aan u,., , u,i al, �� ,.. 1, 1a1u e �1.1i, IadIwJ�I1111,1or rl, ol�ul dll,ul�ol,lm 11 uu uw uu�I �11 u1�lel;oxl wl m,11�a�w1 'I u1m11u1eluY nwJluulu lu l,I m,nmlem ul,J iIUYu 1w w�o1111w un,w'ul wr Il n, au 11111 ���u w1l,I aawulu Y.m I,e wln lldla�I,nmllwl ullwA.0 '1 lIJYu1llulalYY.ul II'll.l du wla 1. ul,u�.l 1ll 1. 11'111u 1nil 11a'u� �. i, I I', :�h,, y ,1,1L, \lln, ���u,�,�1,. 1w�,�n, i„au,i�l1�1I „�„ I.4,a,. oa�lll ��,m�,„ u,.x, m..... ,. n, 1m�/ n ,,, a,� 1 ul� l 111 ��111 1I �1„�1� i1 Il �,di�,l 1 I�u 1a � J .1,. �1 11p T ,W1YI, 1 u1L 111�,.1 ��1 �,� I 11,, 1� u� 1 1 "1 �I1111 11111111 11111Y �i, 1, " u .:l �1� 11Y1d1�.111 d. u��,u Il lllli 1 111 u�� I" Ill ii,i� ,. �i 1�Im' �i�.�111� 1 I�IeJJidi u, n,¢1l„ 141',Ilwlaa, n 1l.vil ,"I,I „111, 1u.i11, Alo IJJ I�IIJ1dll slid it ,i 11 ;ual t l uW 1' I � 'u'ui �Ii,, 1 ,'.Y , , "�unl. " AlN h, I Je 1 uL n u,1, 1.�iiei YJ ul lip a i, h1111, 1l,i, nip 1 Yi 1i1114 4 , 1 , u;.a e _ — ., .,.. �. .. � ... � �, �... ., e „ �h�,. 1 �,� . " f tK11�1,„ �1, 1�RV'�itR �„rirYPl�" 11� 11I1 ',', n1�1.,1� ��, �„�, Adl�hn;4'1roa111 ,. 11�11,,. am8. m,1„�� a� �1 mI.,J1111.,,1�,i, _ DRAWING FILENAME: III MIL �al i 1 I,Y 11�1a� , Y ��� �e� „� dh�, Y 1:.,11I n�11�, w e 1 e Yle II�� , JYl ,..w 1 S T JOHNS RIVER = = — — _ Adarns_survey Sht 2 4 15 19 SEBASTIAN STORMWATER PARK WATER MANAGEMENT DISTRICT UM � PROJECT NUMBER: P.D. BOX 1429 PALATKA, FLORIDA _ DEVELOPMENT PLANS = = SOUTHERN SITE PLAN = 44°15 DRAWN: PP®❑L/M.A.W. DATE: 8/15/02 REVIEWED: PR❑J. MGR.: SHEET NUMBER: CITY OF SEBASTIAN, INDIAN RIVER COUNTY= SCALE: 1' = 100' DESIGNED: DRS SECTION CHIEF: DIVISI❑N DIR.: - OF BY DATE APPROVED DATE 1 III i�1il 1I.. 11nIii I1 „l ., 'e h„III I iIIII IJI �1111111111 YI, IJ Yhl =1111bn1�1 ,l,ll'II Yi1/ YlY1e,1'11:F, III YIIeIuI IYp,I a. w,l NO. REVISION w11,111 • 1 `,e1 d�1➢J n. Y, II 1u,1 �. A, Y IimL I' dmnq l 1 n16 i�� I. u� 1,n �,� 1 I I IY, Ju.w A "iJ lllell11 'Il Y6 liY1,111� �Iliill ul ll. �le 1wi, „�111,d .,1[i�d�i�Y . IL. Le I'"IJ ��, II, d1. II ie.,a ��� 'iell,e u, All I. 4 Y 1 i . ia... III ,, 4, �, .11ii 1.n I' Ln�'u, u. 11 1 �,Eui lWu , II. , nai.I II hW. uu,li. IJ IILI �+Lai11 ,.u..if ', ,,'L. 11 it JJW11 I "l J1d�1� all Ln,llull'IY I'll.. III AJJ�i.e I lI "44d uJlea JI I"�„tl�Y J1 i.u,,+'u .�eu I.,L1Y:11f a11�IIII I. vel 11 11 � m 1.�a,ll a i „ " 1I111, I II., Wiy�tW11', Y I. IN Il uul 11 l,I Ili I.I 11 JillaII as , % Y III ei1, 11.,1;1I1 . A,,, IN 111. IIILII�Iu.I� e. '.' I1,�d1�o 1. 1i.ld�,, .0 411, 1e, 1.6w .. ..,I I'1 II�le lal ''ll lull i,l1,1111, 1..' Ya11111 ��u.1 . I u�u 11..L1 , 1 I I LII I IJm.�111 Y Y' lJu „11�Ihn., 'I.�Y11I InM1n + I 1 IIIJi III ,111 Iw I. +'ll=tlul�lu,lll Ali + I ,I 1�Xd1 a �:, oIY I. i. kill l� ,.I Ji I JAll .I, 11Al IL,. I ;II .nlY 1,,1, + hall I � I Will r = Q o � Ld ~ < u ify J J O / 100' CONSTRUCT TYPE C INLET WITH 24' SLOT FOR 4-12' FLASHB❑ARDS WITH 3X2 CHANNEL FOR FLASHB❑ARDS TOP EL. 23,. INV. EL. 9.5 INV. EL. 13.5 SLOT EL. 19.5 19.5 CONSTRUCT 15- MES INV. EL. 9.0 CONSTRUCT 62 FT. - 15' CAP e m u:rl�.e.l�u I L"um4111 .0 W' W...W Y+Y :1."u.lnl ItYWYl otll'ID.411u 1:. Y'IdLI'I I owl, II: IIun YYI.'1 ,:aillolel:l 1, r 41Y1„IiI L.YII"kYY WY ImJ1111 JI"I IWI IJ IIIIIIi IIIYW I111uI1,:l ulululu ll :IJil fulLl hlll YluI IIYII WWI:ILWY. eI IOW I' I:io i!11 IIY IYk WOdoIIIIWIn1. 4tII11YY1WdIJh IIW.:W II WIWIL Li:dl tool ,,":I IY .f lfu..e llYl ..Y IN. ,: Iuulu a eIiILJI:I U Y wulJ a .Yela: ,. eM1 Jll l,J , u .1 I.I I ..1.1 m: J. IL I w J e.... Y.nul I Ou, a ul JJJIe u l will. .ul: Isvl WwYi Ie muI Lein, In eYW II,11 e,.lu lr '11111111Ju Ia LY Io lellY L.1 h ll. :d:: n4 ....Ida e. m.o.l IJ„i .,. Ie meI l,:.. .u...... ee .:. e. ol�emn ,Len /,IN NNHII id, xrm /n ul: e:.l:lle CONSTRUCT 5 TYPE E INLETS TOP EL, 22.0' TYPE C INLET 12 FT. WIDE SLOT (3 & 4% EL. 20.0' TOP EL. 21.0 IMPOUND AREA 17 WITH 8' PVC VENT PIPE W/ CAP EL. 18e5' INV. EL. (N & S) 9.5' ...... ❑NSTRUCT 70 FT. - 15' CAP \ \ \ \ \ \ \ \ \ CAN Cok DISCHARGE N NOTE: REFER TO PUMP STATION PLAN FOR DETAILS. 7 INLET STRUCTURE PLAN SCALE: 1'=50' DRY POND CONSTRUCT 239 FT. - 15' CAP CONSTRUCT TYPE C INLET TOP EL. 21.5 INV. EL. 14.2 INV. EL, 17.2 CONSTRUCT 260 FT. - 15' CAP CONSTRUCT TYPE C INLET T❑P EL. 20.0 INV. EL. 17.9 A I I - 1 i Aill PIPE I I �2' SLOTS EL, 20.0 I I I I I I I I IMPOUND AREA 7 CONTROL STRUCTURE PLAN CSCALE: 1'=50' TOP OF BERM �01 � EL. 23.0 NWL 12.0t COLLIER CANAL 70' - 15' CAP NV. EL. 9.5 TOP EL. 23.0 0/ TYPE E INLET /-- \---INV. EL. 9.0 IMPOUND CONTROL I) STRUCTURE SECTION NOT TO SCALE EL. 22.0 SLOT EL, 20.0 TOP EL. 23.0 <1 LI ,a G'-0' 3X2 CHANNEL FOR ' FLASHB❑ARD LOCKS TOP EL. 23.0 I SLOT EL. 18.5 FLASH BOARDS `I 4' SLOT j R STOP LOGS EL. 20.0 �I (3' SIDES ONLY) A SECTION A -A FLASH BOARD DETAIL SLOT DETAIL IMPOUNDED AREA IMPOUND CONTROL STRUCTURE DETAIL>>£.: ENET TO SCALE ill:). ll ll111 AI CERTIFICATION: INTERIOR DRAINAGE SYSTEM PLAN SCALE: 1'=50' WILLIAM R. COTE FOR SJRWML REVIEWONLY P.E. NUMBER: 53746 NOT FOR CI = DATE: 8/15/02 Ii:Yuill.. .....Li I:tl WII:II.IIa.11 u'dW "i nui:l.lili ll I. II:.11 tl' 1, Ild, ryl IY ll, Ilu IYctl II l,11. YlY Chia J::LW III YI. INA ': Al loll 4YIIlal 4ll Ill .JdW:IIIY WId.YI Iw.I. 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II . a Ill I:I I I �1 lil JY t'�131W II / II l u I I 4 Y 3 C C = S T JOHNS RIVER \ DRAWING FILENAME a _ = _ = = Ad = u -� _ 1 I I CIO' LY + rll' A r a _ SEBASTIAN STORMWATER PARK � _ WATER MANAGEMENT DISTRICT - - � Snt.amsssurvey-9 3 _ P.O.BOX 1429 PALATKA, FLORIDA PROJECT NUMBERS DEVELOPMENT PLANS STRUCTURE PLANS, SECTIONS .IND DETAILS 44015 _ DRAWN: P.L.C. DATES AUG. 15, 2002 _ REVIEWED: W.R.C. PROJ. MGR.S CITY OF SEBASTIAN, INDIAN RIVER COUNTY A - SHEET NUMBER: VISI❑N BY DATE APPR❑VED DATE SCALE: AS NOTED DESIGNED: D.R.S. SECTION CHIEF: W.R.C. DIVISI❑N DIR.S a �N❑. RE Iq I,!I:IN 4 I�1,:ill.:.0 I i Jl .11ul u1 VIA :LiiinIlWI IrI.'W:hIYILIIWW IIN, litlnellll'PI J 11 a II lelil.l:::lis 6,Y,1,.. II I1I II .::I:I.i:,,lll., utdul lllulu l:lnl.. I:e. Ii.IIII ^1'I:,YIIIu.: 11 ,,II:::.II, II::I, 7 Q/ tl L. I,I,I:.JI:I,:.11:IIul Idl. L,,.JWLL.i '.1nl,LIIWIWIIIv.IIdu:,e II.rlduLll I. 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VARIES-/--�JIL 1ARIES 19.5 TO 20.8 SECTION - BERM ASCALE- 1'=20' COMPACTED FILL T/ BERM 24.510'� 411 J NORMAL WATER LEVEL 20.8 i /FRIES WET POND NO. 2 B/ EL. 11.0 WETLAND EL. VARIES 20.3 TO 23.0 LOCATION OF LOW t-4j W CHANNEL IES EL. VARIES COMPACTED FILL T/ BERM 23.0 COMPACTED FILL EL. VARIESEL. 20.0 1-24.5 TO 25.5 10 SILT FENCE SILT FENCE 10, SILT FENCE 8'-0'TO 24.5 T❑ 25.5 10 y> T/ BERM 23.0 if N.GI EL. 21.0f 1� DRY POND IMPOUND AREA CANAL IMPOUND AREA 41 EL. 20.0±1I; / / /� 61 EL. 20.0± 1/ ' 1 EL. 20.0± 1.5' DEEP i//,iSWALE 'o--1_CONSTRUCTION BASELINE LV �--�C❑NSTRUCTION BASELINE NWL EL. 12.0± -,v► (SEE GEOMETRY SHT. 5 & 6)70'-0' (SEE GEOMETRY SHT. 5 & 6) ARIES B/ EL. 9.0± / $ SECTION - BERM SECTION -- BERM 8 LOW FLOW CHANNEL SECTION SCALE- 1'=20' SCALE- III SCALE: 1'=10' SEE PLATE D-307 FOR GRATE DETAIL 6' 6' `T. SLOT OPENINGS SHALL NOT BE SLOT OPENINGS SHALL IN WALLS WITH GRATE SEAT NOT BE IN WALLS WITH GRATE SEAT 2 1/4' } 3'-0- y L 1/4' NOTE- CONC. DESIGN STRENGTH 4'-6' 5'-6' 4000 P.S.I. I� 1 2'x2'x?'4 :SEE PLATE D-209: 6' - 3 ?' - 3 ?' EYE BOLTS i .. (SEE PLATE D-210) T6-2'-0' 6' 3 ?' 2 1/4- ALL EXPOSED CORNERS 6 , 2° AND EDGES TO BE-2O'_ PLAN V CHAMFERED 3/4' NOTE: CONC. DESIGN t v► •• VARIES 20' MIN. ., : Ni STRENGTH 4,000 P.S.I. - 2'x2'xl/4' ANGLE IRON GRATE SEAT (SEE PLATE D-209) C_ DRIVEWAY e.�j •'si1 EYE BOLTS 4 (SEE PLATE D-210) �_ -� VARIES 10' MIN. s--.e VARIES 10' MIN. 10- ~�,•=`�`�'� #4 @ 12' O.C. B.W. 3 v 3 v` I I ' �`• �': K i 6 6' IES MAX. DEATH 15 'h� �•,.'A�t `t o� e' • : _ j GRAT GROUT, OR 'RAM-NEK' CAS •ig'= j1 ��is �CL- #4 GROUTED OR 'RAM-NEK' JOINTS WHEN REQUIRED EMI Ay •; '' ,'h' P� ��� JOINTS WHERE REQUIRED •) �• JOI s E E '1 , �.'�- PLAN GRADE �!j d • _,,--.•,Y;: - �� VARIES 6' a 6' JA - 6 `- 1 ® TYP. @ 8' O.C. ?, ."'••_`- /FTY � ' •-� W .,. MIN. SLOPE (TYP.) tm '•.°•+ %' gfry #4 @ 12' O.C. B.W. -�'i� ' ' . w p.. ? * •`. T'i .-.-.-.--.-.-.- 1 A. PIPE MUST NOT BE IN ce CONSTRUCTION JOINT _ _ ..:�aa..ry .• _�y:..=�: "�' �'i i #4 BARS @ 12- O.C. _•�,c _ _ , J t 70 MIN % FLUSH _ - L PIPES MUST NOT BE IN .-.`-�-` PIPES SHALL BE FLU ,•j • e •• __ s. _ MIN. BEARING CAPACITY 2000 PSF CONSTRUCTION JOINTS � WITH INSIDE WALL _ SECTION 4 @ 6' O.C. B.W. pIPES SHALL BE FLUSH MINIMUM BEARING CAPACITY 2000 PSF TYPICAL DRIVEWAY SECTION 8 TYPICAL DRIVEiYAY TURNOUT WITH INSIDE WALL APPROX. 240 LBO NOT TO SCALE NOT TO Sr li .:-` = v Chain Connection To Grate----- 1?' Chain & ?' Cold Shuts. See Table For Lengths. When N Chaining Two Grates Together Provide Adequate Loop For © 6' THICK TYPE 1, REINFORCED CONCRETE W/ WWF 6x6-W2xW2 _= - Grote(s) Easy Handing. ❑ ❑ (SEE CONTROL JOINT LOCATIONS) WD ® 12' SUBGRADE COMPACTED TO 98% MAXIMUM DENSITY - AS PER AASHTO T-180, METHOD 'C' _ rI Jan Nut, Nut & Washer �n \ On Straight Bolt. Cold Shut `1 --. - " - - - N � Cu- L ?' o/ x 1' Dia, J-Type Or Threaded Straight Eye Bolt TYv I m Cold Shut N ANNA 2 1/8, 7/8' 1 5/8' Half To Two -Thirds Wall Thickness 35 7/8' 2 7/8' Cost of Galvanized eye bolt and chain to be included in the contract unit -4 - -�'- -�- price for inlet, _- PLAN x 1' x 1' EYE BOLT AND CHAIN REQUIREMENTS I I I I I U-U LLLI I I I I I I I BEARING PAD ♦ r L-L I SiM VIEW Plate Inlet E e Length g CERTIFICATION: ,l: I , wl I: ml: aY,l,:ll 7/8' Nul,ber Type Bolt Of Chain Handnn & Remarks ICATIDN, 35 1/8' 207 C 1 2-6' Slide & Spin e = 209 E 2 212a 2'-6' Slide & Spin ELEVATION = - DRAINAGE STRUCTURE DETAILS WILLIAM R. COTE L� NOT TO SCALE FOR J I PIE. NUMBER: 53746 jj T FOR COJINSTRUCTION- DATE: 8/15/02 ,. ":I Y I,u lul I,.IL 1➢.il141, ':I'ndI YL, JI wul lel uYYI ".II LYuri IY I'.. r' .: n'. 'u I. I.' 1 I YIY ": I '� a WYWIYk Jn1, d 11"Y J1111:u 'I 'I m1:IId:Y f Y' II 1I.IY J11 "cJJ J ll u'fY Y,IfIJ Y tl 4 I .,bfl YJ11 Y. 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Y Y.+WIY!l IYI- Y Y , Y J:YI Y.-YII, I.:IJIWI =IIII IdYIIlllulYi laWi WIYL YdaWYYI14Ylllu YU IIwW:YIYI 'ilYl eealdmWW:lulbl,fl'II JIIIJIIIYIWI IIIWIWIIIYu: IJWunYL JIlL1WIYY4 u.Jl Y1'W YIIIYI.WLIIWW Y'YYYII'IYIYI 11YYJ IYWIIYI lY ll it Y IIY .Y +:I:tl114Y,YI:IIIIJIIY1tlIY JY I'W 'Y II IIII III, IIY I'll uu !' 111.1Y J J, ullu I u IY I'I I'I 1 l:l:,. p` �,Y"wlu'.'ll Y1l1.I 'JII'lall'el .II111 :JIYIIWII aYI kill IYliu lllYl.'IL II JYY'YIINIYII YYIII:IIIJI Wm,JII.IYYIIWYIW:J:Wk11YY1Y, d1'u.ILLY:I IIuII IIIIIIILJIu';I,'IuI:W'I YJ dill 1J IYIYIIWYI,'Y 41IIJIIII YI. YI, ell L J' d u'ILL.F. I YY144A:.. 111, 1:I �W : ulll tl ilA I Y Itl '...1Yi,1JJ11Y1 I Y Y tl 1 NO. REVISION BY DATE APPROVED DATE el u,I: .:IIII Y W IJph pLu L..Y datlI lw:II aIt I. -I IIa:J !Y Illl0. I:ulu'., I.Y II: :,III=IYI III lld,i L;em.IL.lY l I 'I e1 ,1 171I I. eJllll a I,', 11.d(Y, II: nY uI IIIYI .I::In nII ll .lu II::111,: I JY IWIG VI"Al Y Y Y al IIa YY;1Ld 4.1I'I.'I Illll I : u1 111,:II.'''u I el ' SEBASTIAN STORMWATER PARK DEVELOPMENT PLANS CITY OF SEBASTIAN, INDIAN RIVER COUNTY J: f 1 1: II Y ..II: dle I Illl1111111 mYYYldIai IYIIYY..I YI""lY III JY "Y I.u'WYIWYJ.l'I IIO :YII,'IY'il '!II'Y YI Y,W"JWAYIJ�: nJ I'. 1, 111 11.1 I'll 1, 'tillAl 11 I II J:14tl1. II 16� J IWI IW lu' I .. INNilli'll ST JOINS RIVER WATER MANAGEMENT DISTRICT - P.D. BOX 1429 PALATKA, FLORIDA DRAWN, P.L.C. DATE, AUG. 15. 2002 REVIEWED, W.R.C. PROJ, MGR,, SCALE, AS NOTED DESIGNED, D.R.S. SECTION CHIEF: W.R.C. DIVISION AIR.: / ® In I: a 1J1 II :I lu,nll: III Lrvll 1111eid.I Y., �.,IhL:u 11J1 IP1,.11 o, III allYuhl 1,.., ,11 La, LY.uIJ1:ae NNYI'.. e::lln 1111hJN I.. I. ",'ll I LLF IIIaYu..I I:.I 1, 1 11:wJI, III, :u 11 1 : IIII I11 III I 111 IIII Y.. 1 Y 11:1I 11 Y I:.::, .Ile.! I, dlu Nll: .,.: 111 J,II all I:I:I I, 1 1, 111 .I 11:111 111111111111 it I !all 1 I - I dxewl' 1 YI II Ia:Yal uld I. IlY.YII Y: IUW I lY Y:u Jul I I Ill! I 1.1. BERM SECTIONS AND DRAINAGE DETAILS �1 - DRAWING FILENAME= Adams-surkii Sht. 7-8-12-14.dwg PROJECT NUMBER: 44015 SHEET NUMBER, 8 of 19 un1„ , :,:a :.:III � Y n::l LI of !ale 1:11 .. , WET POND No. 2 100 YEAR DHW 23.17 2'-6' n 30.0 C.A.P. - ii 4'-6' 11 H 2'=0• 30' —� 1�_ 30.0 C.A.P. — --- !l $ 4'-6' 30'0 C.A.P. 1 P 2'-6' 1 F 30' 2'-0' 1 Ballast s 11'-9' .;, ,. r MY, ll ^ cW," 'A*a / �r �lti .. Al l,�, I T IIIII YI.Im A III I '' oil I I I IIIJ u1,ll6l LI 1, 111 iu:. A I i II:.: .I IIll IIII I::n1Jd Il 111„I .1:,,I „lepl „ All I lul L: W.I ::III I ,:I ll:l III III II � Ballast W-I 11'-9' ❑NC. BALLAST /--C❑NC. BALLAST 11 HANDRAIL (SEE j X H 1 DETAIL 11/G) 'X12' i I ' ✓ �. �i �._./ �. .. .._ ' tif..."/ ._.s ...._./w.,.._ ✓. .. sJ �f.—✓I.a.".' �..".:'~ ' .../ v' a.% ,,.A ..... r `.i `/.•—.l a.i.._�<.....•/ aJ a.... .,< .... k...✓ ...i •.._.. �,e` ,"../ �.. e..✓ ,. _.+.....�.."" DECKING ❑ICI J❑ISTS 2-2°X12' I X I 2'X12' BL❑CKINGI� 8' (TYP.) \:12-2'X12' — Tt W YP X 2x12x4'-0' Sill Plate (T .) 11 11 H H 11 'qVA 9 GATE STRUCTURE #1 PLAN Scale: 3/8'=1'-0' C BALLAST -,t GATE OPERATOR WITH REMOVABLE CRANK —,� 9, -®— (SEE NOTES) 11'-9' VARIES �6'-0' MAX77 25'-0' � BALLAST Ls Attach with 2-5/8'Ox6' @ 16'o.c. SS-304 expansion anchors Attach Joists To Sitl Plate With Simpson Strong -Tie H3 Hurricane Tie or Equat. 11'-9' HANDRAIL /—CB❑TH SIDES) ij 9' -f- -_ - --'1 /4' 60'-0' 10'-0' DECK F❑❑TING ,,/—(SEE DETAIL it/E) T.O. DECK EL. 24'-6 1/4' OE�-I TOP OF LEVEE EL. 24.5 T.O. C❑NC, EL. 23'-4' El, 23'-4' 4 to 1 to 1 a :. ..V r. 3 - 3n• 0 LMP NWL 21.0 C 25'-0' ,I► 0- IMPOUND AREA �j 100 YEAR DRY 22.10 INVERT EL. 20,0 INVERT EL, 20.0 FLATBACK GATE �< ANCHORED TO CONCRETE f, (SEE NOTES) T.O. FTG EL. 18'-0' GATE STRUCTURE #' SECTION BScale: 3/8'=1'-0" a:: aYll,.:ililu:Lll ll ll. :,lllYu. l Yll 1.7 11 ACERTIFICATI❑N, BOTTOM ELI 13.0 WILLIAM R. COTE FOR SJ - . VIE L. - P.E. NUMBER; 53746 T FOR CONSTRUCTION= DATE: AUTUST 15. 2002 I I ::: eei I I J ll: ills 1. I I. I Id :III unil ill I I I I I idl u1`wrt�,wlY �V7�� _. YI:I IIII l411:11 YII IYL I::IIil YIII llllll IJ WIIIIuI IIII ,III 11 I : II I::IWI e:l II.. IIUJ:II. 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BOX 1429 PALATKA, FLORIDA PROJECT NUMBER: DEVELOPMENT PLANS _ _ _ _ 44015 CITY OF SEBASTIAN, INDIAN RIVER COUNTY _DRAWN: P.L.C. DATE: 8/15/02 REVIEWED: W.R.C. PR❑J. MGR.: _ PLAN AND S'ECTI :`''v = SHEET NUMBER: N❑, REVISION BY I DATE APPROVED DATE _ - -SCALE: AS NOTED DESIGNED: W.R.C. SECTI❑N CHIEF: W.R.C. DIVISI❑N DIR.1 .J OF I .J d l .: l l l I � I ,:I l:: l 1: , I: I I i i 1 I li I I::: l : ': I:::. I. fJ. w I. II' I '::: i I II I l: II 1 'I I l6l i:, 1. : Il I l Y Jl Y Ll I. IIIIYLL :Id.11ll llllll, 1', 6ll Y:u:11LJ II III llmll lluY. II I ll I'll I. IJY llllll iJ:lI YII I.II II aJ ael,l dl:..�1 a: l,i a-,u, lil:l: . _. 11 ,..I I I Il : I l .l li .i, i l i. i 1 IWI Yhl la,WI YWIWLW OdiIYIIIaW WWl41WWI41Y I, aY01 ul. Y Y 11 u J III l e I I I l i I I I l i, l l :di l i:::.:: ,, l l I l 1, Ili : lili,l : ll i:': W::n a. clam: a:.a 4 i ,i� is ..::l l � � J 11 �' 1 .li:!Y ih l I u ulYl,lu l �wWWll YWWWI IWI W J l �:ua l I: lYe e l � �LI l Wi 1 I I a I: I:. I.I I ll ll I Y! 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BALLAST 2'X6' p,C, J❑ISTS DECKING (TYPJ -Q 10 I 6'0 C.A.P. - L-3- j11--, Jii �LL J__.J __ °- 8' r _'X12' a { 2'X12' BL❑CKING t (TYPJ '•�-24'-;• I I 3'-0' 'X12 f T 2x12x4'-0' Sill plate (Typ.) Attach with 2-5/8'Ox6' @ 16'o,c. 11 SS-3Q4 expansion anchors Attach Joists To Sill Plate With Simpson Strong -Tie M3 ]Fj Hurricane Tie or Equal. All 10 GATE STRUCTURE #2 PLAN Scale! 3/8'=Y-0' 60'-0' 25'-0' 10'-01 25'-0' 111 11111 I.1111l. a n,111L L.. II I'nx1d,l,l ; I IL w1w L. I II 'ue o,l u, e� 1I,L1 -a- BALLAST BALLAST 1�. 9' 11'-9' 1'-9' _� GATE OPERATOR WITH REMOVABLE _ VARIES HANDRAIL CRANK (SEE NOTES) `�� 6'-0' MAX. BOTH SIDES) i _ I 7 I DECK FOOTING 3 (SEE DETAIL 11/E) T,O, DECK EL, 25'-6 1/4' T/ LEVEE EL, 2515 ° WET POND NO. 1 T.O. CONC. EL, 24'-4' EL 24'-4' 4 to 1 _ L %S 100 YEAR Z7HW 23.67 FLATBACK GATE 1 p. t - ANCHORED TO CONCRETE ^�" � DRY POND _ `~�-� 100 YEAR DHW 22.11 (SEE NOTES) 2 - 36' d C AP _ NWL 21.0 - _ - INVERT EL, 20.0 INVERTEL, 20.0 .\ ......; ._..�...� ue.....���...s�...�...�,.....���_..�_e�..�....�...���..��...�..�....�..�.�.�.._.�..�-.,...�._,.���.....���.��...�.........^�..._..��....r..�e....,�.....,_,.�.�..,....�...._.��....��.1..�...<._.....r...1._...._.��.._,.�.�..�`..�.��....�..�.......�.....`........ �_„e�.��-._.._____. ., ._ LI T,O, FTG EL, 18'-6' Y L L i s-likkil-2'-e'-�-� - I BOTTOM EL, 11'-0' J11,1� e„duld uldJ ��'rv,.o1u61„'1„ILII1 ud I'Y dY,"11n,1,u ,111LI II nL 11W111'ep IM1LII, ,LuIYIII�"u4iI IIII, 10 GATE STRUCTURE #2 SECTION !cERTIF ICATIDN: 3 Scale: 3/8'=I' WILLIAM RI COTE NLY PIE. NUMBER: 53746 NOT U "r`� � DATE: AUTUST 15, 2002 - �IIIJ YI YIIILIlI, II IW LIY lll�,lll�11 IIdIIII' I'll,' I11 I! III. 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NU FILi_NAMEI 1 1 YIu 11, '141 u I Yu ,41Y„II„ IYI II'I'II IYY111tl LIIJ. 1 IY L II�.Y1'YLY11Y II Y LII IIII 1Y1l,Y IIIII I1'141,1 1 I I hull JII'IYp I +� I�IIu11Y, I I W II.J11,111111Y I I IYI„�Y�Y'4,1 YII I J111 de, 1 ,Ill all I LEI' LY111 I Y ILLIIILIY. W,W ,I II'1L 11 I 41W (YIIY ''Illl.b,4II III, IIIII,. Y' l :YIF1.I. Ynl�ni^NNiIw.IIII��„ nuY'u.n I nlYd1 '4 I. uYYr 1, 1111i,mulY I YY Y.IY,I,iAiYu iYI.LIII'Ju IL IJJI,LY - dams-survey-Sht 9-111dwg .III 1,I 11IW11.'ul YI'I,�, lily lYWl Yu ~ ST JOHNS RIVER = Sit GATE STRUCTURE2 =_ SEBASTIAN STORMWATER PARK - WATER MANAGEMENT DISTRICT _ PROJECT NUMBER, kill P.❑, BOX 1429 PALATKA, FLORIDA = = 44015 DEVELOPMENT PLANS TIE IN SHEET NUMBER, SEBASTIAN INOIAN RIVER COUNTY 1 'DRAWNI P.L.C. DATE: 8P15/02 REVIEWED; W.R.C. PROJ. MGR.: = PLAN AND SECTIi I CITY OF 10 - _ - - j -aF 1 SCALE, AS NOTED DESIGNED; W.R.C. SECTIDN CHIEF; W.R.C. DIVISION DIR NhOlI REVISION +I m1: dI. 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EL. 18'-6' �6, 6@12' T, & B., E.W. D B CATE STRUCTURE #2 BALLAST SECTION Scale; 3/8'=1'-0' #4 (TYP.>-\ Platform Are Not , 5' 4' Shown. 5'-4 #6 @ 12' #6 @ 12' L-BARS 2' CL U.O.N,� 6 3 CL B❑TTj @ 12' -t V-6' 11 CATE STRUCTURE #1BALLAST SUCTION I Scale, 3/8'=Y-0' T/Conc. El, 24'-4' #6 @ 12"1 Anchor Bolts For Sluice Gate and 5'-10' Platform Are Not #6 @ 12' Shown. L-BARS #6 @ 12' 2' CL Ul 3' CL B❑TT� #6 @ 12' V-6' n.- 11 GATE STRUCTURE #2 I BALLAST SECTION Scale, 3/8'=1'--0' 2'X6' 4"X4'-__.,141_ 2'X4' (TYP,}� J' B❑LTS-- 2'X12' BLOCKING ( �_4 Y SECTION , , II I , I I Y 1 =ru IN,Y ", lklt. �:• n. •, ,•. - I u u I I IIII 10 I II I I , iM,'m:'"� �' �',. : (l ''. „'�' " l�Y I Ilnl: I.I u,l I u 11: I..aYI � 1 wmu.. 1::I:JY 1', I. II1:: � lootld u:. of I Y111 1 1 II 1 I � Id:l Llol ll ,ul 1,11Ym lln h1. ua III 1:1 111: 2'X6' 10D NAILS 3,- 6, HANDRAIL PTYP.) T__ ' i I I TOP VIEW 2'X4' SUPPORT if RAID 3, I I Ir 4'X4" HANDRAIL POST 6" FRONT VIEW 10D NAILS (TYP,) \--iAa SIDE VIEW HANDRAIL SPLICE DETAIL HANDRAIL SECTIONS & DETAILS SCALE, 3/4' = Y NOTE SPECIFICATIONS GENERAL, 1. ALL MATERIALS, DESIGN, AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS+ SOUTHERN BUILDING CODE CONGRESS INTERNATI❑NAL, INC. (SBCCD, STANDARD BUILDING C❑DE. AMERICAN CONCRETE INSTITUTE, 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES, ACI 318.' FL❑RIDA DEPARTMENT OF TRANSPORTATION (FDOT), STANDARD SPEC-IFICATI❑NS FOR ROAD AND BRIDGE CONSTRUCTION. NATI❑NAL FOREST PRODUCTS ASSOCIATION (NFPA), NATIONAL_D��jGN SPFrTrTrATI❑N FOR WUM LONSTRUCTION. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC), TIMBER CONSTRUCTION MANUAL, AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA), SPECIFICATION FOR PRESERVATIVES AND PRESSURE TREATMENT PROCESS FOR TIMBER. AMERICAN STANDARDS FOR TESTING AND MATERIALS (ASTM), ALL OTHER APPLICABLE INDUSTRY CODES AND STANDARDS. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS (INCLUDING UTILITIES) AND REPORT (S❑ AS TO CAUSE NO DELAYS), ANY DISCREPANCIES TO THE ENGINEER PRIOR T❑ ORDERING AND FABRICATION OF MATERIALS. 3. THE BEARING CAPACITY USED FOR FOUNDATION DESIGN IS 2000 PSF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUBGRADE PREPARATION SUCH THAT THE DESIGN BEARING CAPACITY IS ACHIEVED, THE NATURALLY OCCURRING SUBGRADE MATERIAL SHOULD BE WELL COMPACTED AND FREE OF ROOTS, LOGS, ORGANICS, ROCKS OR OTHER FRAGMENTS GREATER THAN 2 INCH DIAMETER, OR OTHER DELETERIOUS MATERIALS. THE TOP 12 INCHES OF SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D-1557. 4. THE BOTTOM ELEVATION OF ALL FOOTINGS SHALL BE AT A MINIMUM DEPTH OF 2 FEET BELOW FINISH GRADE, 5. PR❑VIDE MINIMUM 12 INCHES OF STRUCTURAL BACKFILL UNDER ALL F❑❑TINGS, COMPACTED IN 9 INCH MAXIMUM LOOSE LIFTS TO 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557, STRUCTURAL FILL (UNIFIED SOIL CLASSIFICATION GROUPS, SP, SP-SM, AND SN) SHALL CONSIST OF A WELL GRADED SAND AND GRAVEL MATERIAL WITH❑UT ❑RGANIC MATERIAL, WHICH MEETS THE FOLLOWING GRADATION CRITERIA+ SIEVE SIZE FINER 1-INCH 100 No. 4 30-75 No. 40 10-40 No. 200 10 OR LESS 6. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS, INCLUDING BRACING, ARE IN PLACE, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY BRACING AS REQUIRED TO ENSURE THE VERTICAL AND LATERAL STABILITY OF THE ENTIRE STRUCTURE ❑R ANY PORTION THEREOF DURING CONSTRUCTION. CONCRETE, 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRRETE(ACI 318) WITH SUPPLEMENTS AND ALL PERTINENT SPECIFICATIONS CONTAINED THEREIN, 2. ALL CONCRETE SHALL ATTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI, P❑RTLAND CEMENT SHALL BE TYPE II IN ACCORDANCE WITH ASTM C-150. CONCRETE SHALL BE AIR ENTRAINED WITH TOTAL AIR AS PERCENT BY VOLUME OF CONCRETE EQUAL TO 4%. THE AIR ENTRAINING ADMIXTURE SHALL BE DARAVAIR, AS MANUFACTURED BY W.R. GRACE, OR EQUAL, CONFORMING TO ASTM C-260. TWE AGGREGATES SHALL CONFORM TO ASTM C-33 AND SHALL HAVE A 3/4 INCH MAXIMUM SIZE. 3. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A-615. 4. WELDED WIRE FABRIC B IC SHALL CONFORM TO ASTM A-185, 5. THE MINIMUM CLEAR CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES FOR CONCRETE CAST AGAINST EARTH AND 2 INCHES ELSEWHERE, UNLESS ❑THERWISE NOTED. 6. REINFORCEMENT SPLICES WHERE THE LENGTHS ARE NOT INDICATED SHALL BE A MINIMUM OF 48 BAR DIAMETERS. 7. THE CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN UNLESS ❑THERWISE APPROVED IN WRITING BY THE ENGINEER. 8, ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 1 INCH CHAMFER, UNLESS ❑THERWISE NOTED. 9. APPLY BITUMINOUS COATING, OR EQUAL, TO ALL ALUMINUM SURFACES TO BE IN CONTACT WITH CONCRETE. d dd, 1, a,l I: Illo I,I: 1:, II wu'm 11 uLa 1 I:u1:l 1u .:I:1I, 1 I u nul eo Y:l m d 'u I:I:Inu1� LUMBER, 1. ALL LUMBER SHALL = GRADED IN ACCORDANCE WITH ASTM D-245, 'PRACTICE FOR ESTABLISHING STRUCTURAL GRADE (D RELATED ALLOWABLE PROPERTIES FOR VISUALLY GRADED LUMBER.' - 2. ALL LUMBER IS DR[' D SIZE UNLESS NOTED OTHERWISE. 3. ALL MATERIALS SHt, 3E HANDLED, STACKED, AND STORED IN ACCORDANCE WITH THE GRADING RULES AGENCY REC., NDATI❑NS. 4. ALL FRAMING MEMB(i":', SHALL BE RIGIDLY ANCHORED OR ATTACHED, SQUARE, PLUMB AND TRUE, OR IN OTHER PLANES P'' SHAPES AS SHOWN ON THE PLANS. JOINTS SHALL BE TIGHT, EVEN, AND FREE OF OFFSETS, 5, ALL TIMBER CONNECT. IARDWARE AND FASTENERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-123. 6. ALL NAILED CONNE' 1S SHALL MEET THE MINIMUM REQUIREMENTS SET FORTH IN TABLE 2306.1 OF THE STANDARIZ' , DTNG CODE. 7, BOLTS, BOLTED TIMBER CO' ' TI❑NS SHALL UTILIZE ASTM A-307 STEEL BOLTS, COARSE THREAD, CLASS 2, OR EQUAL. THE I'l A SIZE OF BOLT SHALL BE 3/4 INCH DIAMETER, UNLESS NOTED ❑THERWISE. HOLES FOR MACHIN LTS SHALL BE BORED WITH A BIT THE SAME DIAMETER AS THE FINISHED BOLT. WASHERS SHALL Br IVIDED AND INSTALLED FOR ALL BOLT HEADS OR NUTS IN DIRECT CONTACT WITH TIMBER, BOLT THREADS SHE' E BURRED AT FACE OF NUT WITH A POINTED TOOL AFTER TIGHTENING. _ LAG BOLTS SHALL MADE OF ASTM A-307 STEEL. LEAD HOLE DIAMETERS FOR THE SHANK AND THREADED PORTION.'. LAG BOLTS SHALL BE ACCORDING TO AITC REQUIREMENTS. 8. PRESERVATIVE TRE. ANT, ALL LUMBER SHALL PRESSURE TREATED. PRESERVATIVE TREATMENT OF WOOD SHALL BE IN ACCORDANCE WITH A STANDARDS CI AND C2. PRESSURE TREATMENT SHALL BE CHROMATED COPPER ARSENATE J. RETENTION ASSAY OF TREATED WOOD SHALL BE 0.40 PCF CCA, 9. FRAMING LUMBER, ALL FRAMING MEMBE SHALL BE STANDARD DRESSED LUMBER, ALL FRAMING LUMBr.'':._ESS THAN 2 INCH THICKNESS SHALL BE SOUTHERN PINE NO. 2 SURFACE DRY OR EQUAL WIT 'JE FOLL❑WING MINIMUM DESIGN VALUES, FB = 1200 FV = 90 E = 1,600,00E ' FRAMING MEMBERS i_',.=3TER THAN 2 INCH THICKNESS SHALL BE SOUTHERN PINE NO. 1 DENSE OR EQUAL WITH THE F .OWING MINIMUM DESIGN VALUES: FB = 1350 FV = 90 E = 1,800,00E 10. DECKING+ ALL DECKING SHAL.. :€: COMMERCIAL GRADE SOUTHERN PINE, OR EQUAL WITH THE FOLLOWING MINIMUM DESIGN Vf'=: <:; `S: FB = 1400 E = 1,600,OOC -;I 11, THE CUTTING OF S' r.' TURAL MEMBERS SHALL NOT BE ALLOWED EXCEPT AS DETAILED ON THE PLANS. CULVERTS, 1. CORRUGATED ALUM PIPE SHALL CONFORM TO THE REQUIREMENTS OF FDOT SECTION 945 OF THE STANDARD SP--.'. ICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 2. CULVERTS SHALL AASHT❑ M 196, TYPE 1, WITH HELICAL CORRUGATIONS AS FOLLOWS: 36-INCH DIAP- ':16 GAGE WITH 3'Xl" CORRUGATION 30-INCH DIAP�," :+ 16 GAGE WITH 3'X1' CORRUGATION 3. PIPE ENDS TO BE 'OLLED (REFORMED) FOR ANNULAR CORRUGATION CONNECTIONS. 4. JOINTS IN CORRU( l ALUMINUM PIPE SHALL EMPLOY ALUMINUM CORRUGATED METAL BANDS WITH THE SAME Cl,)GATI❑NS WITH NEOPRENE, RAM-NEK, OR BITUMASTIC GASKETS INSTALLED ACCORDING TO THE NUFACTURER RECOMMENDATIONS. GATES, 1. GATES SHALL BE L NO. AC-31 ALUMINUM CANAL GATES AS MANUFACTURED BY WATERMAN INDUSTRIES. INC,. -QUAL, AND SHALL CONFORM TO THE FOLL❑WING STANDARDS: ALUMINUM PLATE (.' ;HAPES: ASTM B211 ALLOY 6061-T6 NEOPRENE J-BULB L: ASTM CB610-625, D-2000 FASTENERSI ASTM F593 AND F594 TYPE 304 OR 316 _ STEM: ASTM A276 TYPE 304 OR 316 2. GATES SHALL INC. STEM GUIDES IF REQUIRED BY THE MANUFACTURER. 3. GATES SHALL BE ZED, HANDLED, INSTALLED, AND TESTED IN ACCORDANCE WITH THE MANUFACTURER'S F 4MENDATI❑NS. 4. THE GATE ATTACI r ANCHOR BOLTS SHALL BE STAINLESS STEEL TYPE 304. LOCATION, NUMBER, AND SIZE <';LL BE AS REQUIRED BY THE GATE MANUFACTURER, 5. GATE OPERATORS -L BE: A, TYPE 3EN-2+1 (: _D OPERATORS WITH BENCHSTANDS AS MANUFACTURED BY WATERMAN INDI ES, INC., OR B. TYPE RL-2 GE( OPERATORS WITH BENCHSTANDS AS MANUFACTURED BY RULYN, INC., OR EQUAL. OPERATORS SHALL. ': STORED, HANDLED, INSTALLED, AND TESTED IN ACCORDANCE WITH THE MANUFACTURER RE.: ":IENDATIONS. 9' MAXIMUM LAYERS TO ACHIEVE 95% ----C❑MPACTI❑N PER ASTM D698. 1 WRAP PIPE JOINTS /.---WITH MARAFI 1100N „ ' FILTER FABRIC OR EQUAL 6' MAXIMUM LAYERS S❑IL GROUPS (RANGING FROM 3 TO LESS THAN 20 PERCENT FINES. WITHOUT ROTS OR ❑RGANIC MATTER) SP, SP-SM _ll_AND SC KEPT LEVEL ON BOTH SIDES OF PIPE, ACHIEVE 95% C❑MPACTI❑N PER ASTM D698, BACKFILL MATERIAL #4 @ 12" t "' "�' �_� j\/\ 1 TO BE APPROVED BY DISTRICT PROJECT L ! ��/j MANAGER. \ 24' 12, T/Knee Brace El. 23'4' (GS. #I) EL. 23'=4' CG,S, #i> 24' STRUCTURAL BAGI<FILN- SLAP 45° ____ ✓\//\'� MIN. T/Knee Brace EL 24 4 CG.S. #2) 2' 24" PIPE 24" EL, 24'-4' (G,S, #2) o o 8 95% C❑MPACTI❑ _ Min. O.D. Min. ° PER ASTM D-1557 _ 12' 8.. " - - LUNDISTURBED MIN, :� (/ SOIL 16'--- f -�=-LL Ci' �'� SS304 J-BOLTS 8`,0'� 2'--+�"-- MAXIMUM WATER "� LEVEL ALL❑WED Trench ❑R"X12` SS304 _1 „ L3"X3"X' ALUM. DURING Wiatl, HVA ANCHORS 8° _ (10' EMBEDMENT) 4 CONSTRUCTION 11 DECK FOOTING SUCTION TYPICAL .FOOTING 4' TYPICAL PIPE' Scale: 112'=1'-0' 11 FOUNDATION PREPARATION 11 F Scale+ 3/8' TRENCH DETAIL = 1' 15'-�, YYJYrJ�4:, 11: YYnIIIIY:nm. 1� NOT TO SCALE ,IIII - 4 CERTIFICATION, NOTES: _NOTES: 1. SEE SHEET 7 FOR NOTE SPECIFICATIONS, 1. ALL TRENCH EXCAVATION SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY 2. REFER TO GATE MANUFACTURER'S SHOP ACT (SECTIONS 553.60-553.64, FLORIDA STATUTES) AND THE OCCUPATIONAL v DRAWINGS FOR ANCHOR BOLT SIZE, NUMBERSAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY AND LOCATIONS. STANDARDS, 29 C.F.R. s.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO STANDARDS AS ADOPTED BY THE DEPARTMENT OF WILLIAM R. COTE 11 KNEE BRACE LABOR AND EMPLOYMENT SECURITY (DLES). FOR SJRW , REVIEW ONLY P.E. NUMBER: 53746 1�Scale: 1/2'=1'-0' 2. WHERE SOIL CONDITIONS CAN NOT BE MAINTAINED AS SHOWN, PROVIDE 1. APPROVED METHOD OF CONSTRUCTION. NOT FOR CONSTRUCTION DATE: AUTUST 15, 2002 �IY.+:IIY {I I wL I"uYl ul: uel', hl Yl ev,,ull I'll III d I1L III J. fIIII,: k I Lu h,ill:11, Y:l. Ill, 1,n Yl 1111 -Iwl:llI Y killIIYIIW I:I ,I':I I, uY111W:,Y YI I1 Akil III kil:II IuY III ki I III kill ,IUIY.O,II':IY.1 Id111111uIIYWI III WI,YI,e,,l,:1 III, I Ikill::I:IJI, eI I'ilk IItlY'I,IIII : Lli. I:II:III 1,, 'Ilo111::IIYII I'll ill" Jtlll YI:Y::I "I'l 11 LINN 1,11 A IYYI III, I,.III, .IIII IIII II I::I III,J.IIII II I.111,I1el YIIJI, IJ'IYII.III:II..IIII,IY.N 1::1..0 ,::.I..,,.II'III fill,"IIu.r:lllJ II IUY II''".,,YI _ IHYYu4114,II'.ldbYllll, YY, II�JV:L:iIYIIII II Illwllllu ll I 1l uldulil „II a IIn111111M1IY I.' .ILL uII:II' „1YIYIluI Y' II.1 :111IIII:.:I 1:111 III11111114:1Y1 111 II YII 11Y1:1u I.'IY d111JIlullY IIII.:1, III I, I,:I IIll hill 111111 : 'I I i ' Iu,I ,:Itll IUII J11I11 d:I I,IIII III, III II I J:u I III IIII,I IIII:,:I I II a I: I.:.: 11 II:II Oul�u,ul I II II .::, .:I JI I I I.: II III.III II ,II IIu: II IuI III I,u1JY: IIII II:Jl 3Y1,Il IYld 10, IIL IIIIYY I III All l:Ildl A11,1111kil:II1. n:� I,luYllldY,.'�.JI61:1IIIN,ipll Iu4:'I ♦e:a Wu:Y IIY II .IIII, I:Y dIYW eYhl�l„.I. II:W.IIIII,.:; IIII::I. II 11: a I. II ,III:dIIY.I III Ju LLll:ll el Yl. .'u':I,I.:Yl, a , u Y 41 Le I::L IYoI I,IY,..'I YI J,II::IIIILI 111 I, IUY, I YW:II,1 k1i IYIYvIII �,,ulN,„ NO REVISION BY DATE APPROVED DATE �:':.'R(4dJIVd'lEPYII,tl�WPSdIbetNs.IgY�WNMaF'&flWIRW{rYW,WY1LwYYaul:ldluVlY.dy.YuY.bYlYlnu.yJI.:Y1„IIY u4YSIW,.W,IlYW41NWur�.iIWYMILYb,I+W4YwYduYLWU wN. M'WYa: u+Y. JY9dL,YdxnrYlulWuuY mt+vlYll mm vl,n, Y, a �I ,, �.„Y,� Y �:,I, ,IJnru l 1 . 11:: r FILTER FABRIC MIRAFI 110ON OR EQUAL 2'X12'l u6,:1'' Ill. dYY:IIlY 1,611, 11 ,::YuiuY YI'1 II'll .0 IILI IIII II nl J1 1 ml:,l.l YI II I I'll I:"i IIII IIIIIIIIIWW IIL,tlJI III YLIId kill, Il YI I'Intl III,, 111 I, 11 al4 el ull, I, I.IYYI, 11wu II11LL IIIY 11111111.:I:IIIY SEBASTIAN STORMWATER PARK DEVELOPMENT PLANS CITY OF SEBASTIAN, INDIAN RIVER COUNTY I11 .11"'.11111.1l, kilillIli III:,III 11. II e I I ill 1" PR❑VIDE TRENCH SLOPE OR SH❑RING AS REQUIRED FINISH GRADE \j t MAINTAIN TRENCH WIDTH 2'-0' ABOVE TOP OF PIPE 120 0 SS304 BOLTS Square Groove Weld Butt Joint '11:1:11111 u 1 Ir:l 0,11 o-,. w, I I: 1 f II u� . ' ,:(: .. I 11m I.11 w1r l 1 IIn .� � ll:e, I "Y � ,rl iY, of n" luolll ,. r111,1u�..I n 1 I Y I:::1 11e„J:, I. 11.11::,,11 i SCR ST JOHNS RIVER �~ WATER MANAGEMENT DISTRICT RO. BOX 1429 PALATKA, FLORIDA DRAWN: P.L.C. DATE: 8/15/02 REVIEWED: W.R,C. PR❑J, MGR.: SCALE, AS NOTED DESIGNED: W.R.C. SECTION CHIEF: W.R.C. DIVISION DIR., d,n:I,1L.I ,. I::.: I.I IY hull m II ,l. ,w IdaxJu„00 .I I I,I .lu I I II II.:11 I I I, lull. II: Inl' 1l lulu: I J 11: nu I: .ey:d e::::1, 11h, i, lu a:1.1 I, I I,YIYI II, JIII III:IuI II.. 4 :III, o YllYluetlln IFuIIIII'I16, IIJ:uJIIJI ull,lllwlM1 WIIIIIItlpIIJIJ6:!III,nIIL:1 IIWIIIIII„111111e:II lul::.In. LILL:I:III.:. ,hI,L61b:I Y:J.Id,:ILY11111I�I,need. Ill ln::JLI111 1,11:1 I 6,pahl:tl111,11 I InauY uILJ: 1 pA*, CATE STRUCTURE #1 AND #2 SECTIONS, DETAILS AA ` NOTES u..: a HILL '14 . I. 1 I � DRAWING ,:F"I.,ILE. 1:111IIM NA,E::16,1 I III11, "11,11 I Adams-survey-Sht 9-11.dwg PROJECT NUMBER: 44015 SHEET NUMBER: 11 � OF 1 J III IIYYII.:1'I WaI 1 I&III I', III IIII'I:L111 kill Mki'llllliv# A,.n I d sIYYYYYIWJWYYYYWWLYJWYYWWY WuI�e�.WI YWd YIYYYELW.YYi�.11lllIdIWIIJ YIW�IIWWYWYILLYWIYYYI IudYIl1111114WYlYIYYIIIYIa�YI,-YY.�IYIIIIYIIIWWYIIII IYYJYIIYWIIYYIIYII4I1Y1WIYYII111 ,IIIYIIYIIIII IIWIII I bYYWIYIIIYYI ll gloolitiol 11111 II IIIYYI Y,JIUWUYW IY YeY II .1I WYIIIYYLLYYIIWIIeIYuIIu � II I1YWIIlYIYII YitIII IIIIIIIIYIdIYII YYJII I1,1 IIII IIIIi IbiI4'l 141Y1 J Add ,Y IlIiIul�lllJotdY 1I,JYI IIIII II JII 1l II I ICI AlYWII bl lll III I JII I III ICY e III�III JI YII YI I ILI II�IIIII.I IIlIJI, � Yl ml„. IIII I YIIIY W YII IIII I I�II a�lllPO1 WET 155.3' I '- -� 12' 4 0.0' - +--12.0'--- - e5165' 25.6c' `-- -12.0' - 40.0' �► T/( 12 C #4 @ 12' # 4 @ 12 d --�!- 2010 12' Q Q 20.0 • �%P P % t7 P �tf ,. T/FABRIF❑RM EL, 20.0 10.5' T/ FABRIFORM .� J i�J �V ` 1 o EL. 24.0 � Q � ? Q Q � .� Q �� Q Q' +°, d#6 @ 12' -' P t' P P C PP C? L-BARS CI - EL. 25.5--\ #4 @ 12' 't EL. 25. A- 24'X33'-t, I EL, 22. EL, 21. WET P❑ND 1 WEIR it 12 1 )' EL 2515 I I � I El. 25.5 1), 1 � 36' lj�✓ FIN. GR.EL a. 7 2 �r� J �r �' TRAIVSITI❑N SLOPE Q ` ^ ` 1 r TRANSITION SLOPE Q Q Q Q-� Q �- . Q Q Q Q Q P FRpM 10 T� 1 P C:• t? P �?�,. P %ZC:. Pr>� �` r -0�,/ FR❑M 10 T❑ li' P1__,��=Dev, �-T❑ � 4 T❑ 1 = _EL. 15.0 T❑ 1^��.��-__.> ,'��_ T.❑. FABRIF❑RM6 UNIMAT 6 UNIMAT __EL. 24.0 :. 2C 10' Q Q Q Q Q FABRIFORM) ��1 C ` Q Q.� Q Q 12 12-'�-' C _ "�-1 ' P P P P P P P 12Ln P P �`` v P ,f-�P i'"�P P r 24 J; Lr? 5' WIDE 10 to 1 10 to 1 12' 1D to 1 a 10 to 1 _ - ® - ❑W FLOW CHANNEL '�' ELL 20.2 �`' ® 2'-6'- : - - 1' �-.t 41_6• ■► LIMITS OF FABRIFORM 15' - ..� 8'-0' EL. 21.0 12 WEIR #1 SECTION EL. 21.0 D Scale! 1/2'=1'-0' 70' EL Varies See Plan Min, Finish Grade �TT�TT�TT�TT�TT� ' C _ I � �-III-1 I I i I-1 I I=1 i r- I 2'-0' MIN. _I-III=1- 12 WEIR �# 1 PLANI1-1 I 5 SCALE: 1'=10' MIRAFI FW 700 _ FILTER FABRIC II I-1 i FABRIC FORM M I��ii-':' ill�Ilill� 12 D 12 TYPICAL FA1 Sr�IC FORM #6 REBAR @ 12' E TOP OF SLO�� DETAIL T/ WALL EL. 25'-6' NOT TO S: ; _E 4 T 1 T/ CONIC. El. 22.5 4 to 1 -Et. 21.0 DOTING EL, VARIES T/ FTG. EL. 15'-0' I111III11111I1111- 1F- B/ KEY EL. 12'-0' ' I I -III -III -I i I-III-III-i I III-1 11- 40'--�-12' -�- C5.c' mIh C5.5' .-1 ,,. 12'--0---� 40, - 0.30' I 1- � 2'-0' MIN MIRAFI F W 700' I� 155.3' FILTER FABRIC 11= FABRIC FORM MAT 12 WEIR 1 ELEVATION i2 I=1I1- SCALE: 1'=10' D 12 TYPICAL FAP:IC FORM F TERMINAL DETAIL NOT TO SCALE WET POND # 1-12 El, 25.5 100 YEAR DHW 23.67 A to 1 4 t FABRIFORM WET POND # 2 Crest El. 22.5 ° 1 100 YEAR DHW 23.17 NWL 21.0 Slot Et. 21.0 BLEEDDOWN CHANNEL - CERTIFICATIpN „IIIII I YY EL 20.6 EL. 201 WL 20.2 _ 0 a rS/ 55 9 Et. 16.0 El. 1b.0 CO' Et. 13.0 ILTER FABRIC BOTTOM EL. 11.0 WILLIAM R. COTE 12 WEIR # 1 SECTION FOR SJRWMD REVIEW ONLY P.E. NUMBER: 53746 C SCALE: 1'=10' NOT FOR CONSTRUCTION = DATE: 8/15/02 Ide'Il��I�II IIII JIII�.. u.,I +Y 1Y-41uuJlllwll ': „1�14 IW IY'JuJII��I,Y I:Wr Illl,u 1Y1 I.. 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'I 14I ���� � I' ', Ald11IJI IIII! +YI Ili,�ll ll l III J ��lull �I,I III YI I.I. ,�.�. Il�lli Y n ICI I � IJII II. II II Illldll lYllYll l\IYY'll 41I,1 I�dl, III ,IIIII ll, I I IIII I II,I I I I IIII dI� I. I a I. III I � � II, /�1 II le'd dll II I'a. III : 1 I e. I.I 1111j.4111I I „,III. IIY IIWI dl uu,lu ll IIIII, J I+I II JIII IY YY II � rlllll YI IYYI I + u \ YY IIY. I I I I Y - I I. I III I Y I 1 II. I � III I����u II�,�� III�,I .i � � +"+lui iYl A-n I. �I��Iw, /.n III � .+ Y:� � iw����� ull lf�i\.� �,�Y,III uY, �I�JI � I + II W,I .I 1Y u,'I dl a JJIII� +; 'll lJ li" + I.IIYIe, n � bl.4ul IWUI I IY ell Il lel I � I Y" +I,� ,e, �a J ."..�, ul�,e �:dl (, �� I � I � � S 11`IT1 I f numl,lm um Yled I YID 1 1 '� ',�4' I iulel, +i�l � � 6I,I�� i � �Ilu J I, Y':.I ���� + ull ll IJI II I LI � JI I Flu I u +' � Y' I �� ". +.I. IIY'+! I �,.I I u e d lu +. I IIII „I I I, n „I�I I L. I I 111 LIII IIIII �lullll l III�W IYIWIIJ I II11. l,uY II IIII IU IJII, IY 'II' Ilulll:. II �u �wI+YIJ � illlli411 II. a Id I��I�il,4 III ellO ,I,I b,l.. ��,I��II�„ I... lul4,l, II II.. . 11 Ilia IIII 1 + I,���,II I�I�IY4IW, Jd I IIIII. I,�I 14611 I,. UluYb um, elJ, I aln. 'IGlI WI IYII YIIIII, a✓Alitin+Intl Y,,,J Yu ae ImI,I,�d�/�Y+rIRm^vl�wi Iwlu �'u,Y"m Al Yu'uu 'nY W - �p - Y m ��n I Y.Y DR - - dI � � ,III AWING FILENAME, t UO ST JOHNS RIVER _ _ AdarossurveySEBASTIAN STORMWATER PARKWATER MANAGEMENT DISTRICT = PROJECT NUMBER: P.O.BOX 1429 PALATKA, FLORIDA DEVELOPMENT PLANS = WEIR #, PLAN AND SEC``; `IONS - = 440�5 CITY OF SEBASTIAN, INDIAN RIVER COUNTY DRAWN: P.L.C. DATE: AUG. 15, 2002 REVIEWEDI W,R.C, PRDJ. MGR.I y SHEET NUMBER, ND. REVISION BY DATE APPROVED DATE = SCALEI AS NOTED DESIGNED, D.R.S. SECTI❑N CHIEFI W.R.C. DIVISI❑N DIR.Y = = 1 ❑F 19 II J I. Y� �, 11+ II. IYI. rYmYu:, Il cldelul � I � �, I. IJII I u �,le.l .l .�III� I,. JIJI�dl oln II �!Y n In . na I III��.,I I� 11. 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IrY III I�Y.Y I+Y+., IL 1. ul Ju I Yltl: Wlu Ilu..�lll, I.,+I, IJIIY 11.III„I.r II I. II eJ ul � 4 I. I I. Y,II+YYY,'Y.'14114du14 "�„IYYIIIII III'.. YIlll,lulll Y. I II IW I III,IInYdll lu YII IIi, YIY III, Y,III Yu Y. JII YI I;IJWIIIY II YIJI YI. „ill,lll ,IYIII IYIIIIXIiJ I Y � IIIudII I u' YL OIIWLI II W,,:IWIIIIIIIIIIIY I II YIY Yw Ifill IIII IYIW111111.,, �I,IIYI hi III,IIIIYO,WY 4111111 II IIYYILIJYIIIYYI,YI'IYY YYIoiWYI ILtl YY 11o, IYp18'',W �� � �� .. .., -. _. . I IIIWYtlYIIYIIYY IIYY III,: YIIYI,IIY :III I,IIIIIII LIIIIIIIIYIYIIIIIIIIII'IIIYII :III 111111111 IIIIIIYI,IeIJI Ii II4d 111141AY III, iYY YI ILII YYUIIW IIIIIII IY IIY 11 -- - YA IY IIIIYIYYI4YIY lil lllllul,11411YY Illllle lllllWlll lllllllllli lYltll IlYll,.11lll lYlWIiWYYIWIWYYWiIlod1141YIJ111 YI IIIIIwWWIL IJ WIY II I'll IIIIIYI,IIYIwIIYIII YI WYIII,IIIYIIYIIIIIuI IIY IY.YI II IY.IIIJI .YI Y IYI„II IYIIWIY'Y61I YIWI.IYILUWI'uIUJ.IL4YWWWW.lYW1........ ,. '`-."-�"�• � � - . WWYWWLWYYWYIIY ILJIJIiYI,IIIWI'll 111. 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AL EL. 23.0 -WET POND 2 WEIR 13 1l' EL 24.5 13 ��.1- 1.�'- lA b 1_./' l__1" '�_.,-, u 1.._.,.- L.�`� �__•% �{� ,__.-„ �,� iL. l' ��'°' �._.- i_._.,/ �.-- �-�'� �___; ` �_.f F" L.�� l_/� i 1 Et. 24.5 1 ' c> C c -! `crP� P` -' t,�4,� P 7/9 ��_ T/ FABRIFORM CD I�D EL. 23.5 12 P P.. 20' P G? 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I III, :'�,I :IIIII ,Jill Y Il., ',,III �, II IIIII I II IIII„I IeJI„'u� � II IIYYIIII.uYI II1 '.I lJeel l' I.'lllliil„III I II ,i,u lIl, lidll '.,,I l.. ue :IIIII IIIII II,IL, I„I,1„,I I Il uu,il ul e, i,l:,,. ,,Y YW„u„I. F.IY'4�w:.-^'&I le, I,.II II,I„iIi II I„i,l,,, :,i I il, I luiellll :u, III® `I'uII illIIuYIIII { 111111., I.YIJ IWu Il lllulllll l'.,I e,,,, I. II� J CO'-0' _ Z: 13 WEIR #2 SECTION CSCALE: I-10' Ii I .. ...... Ilk k1likkkkkill,111"ItII6 � km�16 I, I'll, I, I � I I III kill I I I � Ii'll i, 111 11, 11111 1 1 it tilu I I i I I I I I I I I I I I I, I I I I III, I I I iii, i, I I I i I III ,,, 1. 1 111 111 11111 11. 111 1 1 il I., I I k,Illk 1, 11 A 1111.1 1 , I I I I I., I 11�, i �I �.; 1 1 "I'll 11, i, I it I I I I It I i I I kill I I , III, 'I ", M,lilla ql,..I�,dl I il I k- I likil I I "I'Mil III[111111 11 11 111 111 111 11, 11 1, 1 11 1.11, 1 11 111 . I I'll I 1 11 111 111 11 111 IN ki h I kill I I 1 11.11 1111 Milli 11 11,111111 11 Ill. 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I ... 1111'aiIIIIIIIIIIIIIIII 11 11 11.11I I I'laill.ill Ill IIIIIIIII /�e ;,r I'll ��ti'A of i::: A �I::I,IFIII,: � f'lelYa ll.� LI I lu lliul,:l Il 1':' all I Im '��Gl.ml nu , �::: ,v e re :: , g,, ,!,.,: e ,' � r:rn; I II. ,Y,r.YI ldL"�d „l , I., I Y .Yllll: l IY:.I I I II ya WI„I 'u lul, III IiI�Y I I'IYllu:�l l 11 I,II i��i III:YII W:iYI ,IIII I. II,:.:�Ii � ,ii I. II::. I.�iul l i.lel. ,el �, a".� l "III: YN ., II II. �Ilui 'i II 'i �i �d,i II.: i ��: DISTRICT'S REQUIREMENTS SITE DESCRIPTION PROJECT NAME AND LOCATION: SEBASTIAN STORMWATER PARK CITY OF SEBASTIAN, INDIAN RIVER COUNTY FLORIDA OWNER NAME AND ADDRESS: ST. JOHNS RIVER WATER MANAGEMENT DISTRICT P. 0. BOX 1429 PALATKA, FLORIDA 32178-1429 DESCRIPTION: CONSTRUCTION OF TWO WET TREATMENT PONDS, A DRY TREATMENT POND, AN IMPOUNDMENT AREA ALONG AND ASSOCIATED INFRASTRUCTURE ( PUMPS, FORCEMAIN, CONTROL STRUCTURES, ETC) SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; EARTHWORK, PAVEMENT AND GRADING; STORM SEWER, UTILITIES, AND PREPARATION FOR FINAL PLANTING AND SEEDING. RUNOFF CURVE NUMBERS: 1. PRE -CONSTRUCTION = 87 2. DURING CONSTRUCTION = 87 3. POST -CONSTRUCTION = 92 SOILS: SEE SOIL BORING REPORT FOR SOILS DATA. SITE MAPS: * SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS AND STORM WATER DISCHARGE POINTS. * SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS * SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND PERMANENT STABILIZATION. SITE AREA: 1. TOTAL AREA OF SITE = 178.0 ACRES .2. TOTAL AREA TO BE DISTURBED = 63 ACRES NAME OF RECEIVING WATERS: SEBASTIAN RIVER& INDIAN RIVER LAGOON • • e1 THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY' FOR A VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. STORM WATER MANAGEMENT STORM WATER DRAINAGE WILL BE PROVIDED BY (DESRIPTION:) TWO WET TREATMENT PONDS AND A DRY TREATMENT POND FOR THE PROJECT. ARE -AS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS COMPLETE, WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF _-_ ACRES WILL HAVE BEEN REGRADED, -_- ACRES LEFT UNDISTURBED. THE SITE DISCHARGES TO A WET DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT DETENTION BASIN. THE WET DETENTION SYSTEM IS DESIGNED WITH A ___ DAY MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR THIS TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. TIMING OF CONTROLS/MEASURES REFER TO " CONTRACTORS RESPONSIBILITY" FOR THE TIMING OF CONTROL/MEASURES. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS HAVE BEEN OBTAINED. D.E.R. DREDGE/FILL PERMIT # _________________ C.O.E. DREDGE/FILL PERMIT # ----------------- a POLLUTION PREVENTION PLAN CERTIFICATION 1 CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. 1 AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR - ■ • ER �� �/ e GENERAL THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING THE SYSTEM INTO OPERATION. SEQUENCE OF MAJOR ACTIVITIES: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: 1. INSTALL STABILIZED 9. INSTALL UTILITIES, STORM SEWER, CONSTRUCTION ENTRANCE CURBS & GUTTER. 2. INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT BALES AS REQUIRED 11. COMPLETE GRADING AND 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING QASIN 12. COMPLETE FINAL PAVING 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED BASIN SEDIMENT FROM BASINS 5. CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION GRUBBING ACTIVITY IS COMPLETE AND THE 6. STOCK PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION ON SITE AS REQUIRED SWALES/DIKES AND RESEED/SOD 8. STABILIZE DENUDED AREAS AND AS REQUIRED STOCKPILES AS SOON AS PRACTICABLE TIMING OF CONTROLS/MEASURES AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. CONTROLS IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED,TO.ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE REGULATORY AGENCIES. EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST WASHOUT. REFER TO STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER LOCATION, MATERIAL & USAGE. 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. REFER TO STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION OF THE FILTER FABRIC BARRIER. KNOWING VIOLATIONS. 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. SIGNED: ________ 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT - FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE DATED: ____________________ GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE CONTRACTOR'S REQUIREMENTS HAZARDOUS PRODUCTS CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL LIP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH * SILT FENCE WILL BE INSPEC TFD FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC SEC..�ELY ATTACHED THE FENCE POSTS, AND RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. I TO SEE THAT THE FENCE `='�''STS ARE FIRMLY IN THE GROUND. _ IN ACCORDANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT * THE SEDIMENT BASINS WIL 'BE INSPECTED FOR THE DEPTH OF SEDIMENT, 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE. AND BUILT UP SEDIMENT �f=•..L BE REMOVED WHEN IT REACHES 10 STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN PERCENT OF THE DESIGN I":;,PACITY OR AT THE END OF THE JOB, THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY WHICHEVER COMES FIRST COLLECTION FACILITY. SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT PRODUCT INFORMATION. * DIVERSION DIKES/SWALES BE INSPECTED AND ANY BREACHES MUST BE REMOVED UPON FINAL STABILIZATION. PROMPTLY REPAIRED. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF -SITE DEPOSIT OF SEDIMENTS. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE DIRECTLY OFF -SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 8. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PI..d^NTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER, TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. 11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES. 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED OR SODDED. STRUCTURAL PRACTICES 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH A SEDIMENT -TRAPPING FACILITY. AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A DISTURBED AREA. THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER INDEPENDANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE: A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. REFER TO D-902 FOR CONSTRUCTION OF A CURB INLET SEDIMENT FILTER, AND D-904 FOR CONSTRUCTION OF A DROP INLET SEDIMENT FILTER. B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED AREAS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP SEDIMENT TRAP. C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (S < 57.) AND WHERE SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR CONSTRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE DISCHARING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL. 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. OFFSITE VEHICLE TRACKING A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. INVENTORY FOR POLLUTION PREVENTION PLAN THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION: ❑ Concrete ❑ Fertilizers ❑ Wood ❑ Asphalt ❑ Petroleum Based Products ❑ Masonry Blocks ❑ Tar ❑ Cleaning Solvents ❑ Roofing Materials ❑ Detergents ❑ Paints ❑ Metal Studs ❑------- ®------- ❑ ------- SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: PETROLEUM PRODUCTS ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. FERTILIZERS FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL), SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE OF THE SPILL. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF * TEMPORARY AND PERMAN'-':'= SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASH01 "`. AND HEALTHY GROWTH. * A MAINTENANCE INSPECTI(",;; ->EPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF ' =i, REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS ATTACHED. THE REPORTS WILL BE KE- )N SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUES THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY Y`:—PROVING SEDIMENT AND AND EROSION PLANS, OR STORM WATER ,.h,NAGEMENT PLANS. THE REPORTS SHALL BE 'ri;:.''7 AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVEI` :.'°J PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE ,°e }FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTEf- ';°1E REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. * THE SITE SUPERINTENDEN' ';Y LL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOilR ,,.SPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING CLv ` THE INSPECTION AND MAINTENANCE REPORT. * PERSONNEL SELECTED FO:� SPECTION AND MAINTENANCE RESPONSIBILITIES WILL RE::., '-E TRAINING FROM THE SITE. SUPERINTENDENT. THEY W;Il'I_ BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES s` - ,'ESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USE,`' ,JSITE IN GOOD WORKING ORDER. NON -STORM WATER DISCHk�,7e 3 IT IS EXPECTED THAT THE F`a OWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE _I*RING THE CONSTRUCTION PERIOD: * WATER FROM WATER LINE SHING * PAVEMENT WASH WATERS ;;:ERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS Fs`'=r'I: OCCURRED). * UNCONTAMINATED GROUNL+?rl;r.'ER (FROM DEWATERING EXCAVATION). ALL NON -STORM WATER DIS+'s- ;,RGES WILL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. CONTRACT` .: CERTIFICATION I CERTIFY UNDER PENALTY : `. AW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERI � "ATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDE`_,� __RMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WE , ,'NDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIF;+ -\S PART OF THIS CERTIFICATION. rn w o o U o w Z J O m J U) a Z o w a Z Ln w w a cq w m o V) J Q J o e Z Q w 0 < o Z U z a V V) a a K K a a K F 0 0 oZ o U U V U m m m m ONSITE DURING THE CONSTRUCTION PROJECT. w Z APPLICABLE, IN THE OFFICE TRAILER ONSITE. N v * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO � w m o - DO THE JOB. MAINTENANCE/INSPECTION PROCEDURES * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. w * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS * ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, F q RECOMMENDED BY THE MANUFACTURER. THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR a SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. _Z Ln * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL REPORT. WILL BE FOLLOWED. * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS J * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. i ONSITE RECEIVE PROPER USE AND DISPOSAL. FOR SJRWMEU" REVIEW ONLY. NOT FOR CONSTRUCTION i' .: I �: I I � I:IFIIII,I -, Iln,li Jfu II "n.ne�ll 'i :/I flux , 'i n: 6n, ,�. �I noe,:l nl oY'I uul I luluel I. unll '1 Yunll' YWJ. 'I la ue I. I :�I� l. II�I:IL :I I Y �l III I. 'I'. .I.��I II. 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BOX 1429 PALATKA, FLORIDA = _ PROJECT NUMBER: _ DEVELOPMENT PLANS = STORMWATER POLLUTION PREVENTION PLAN _ - 44015 DRAWN= DATE: 8/15/02 REVIEWED: PR❑J. MGR.I SHEET NUMBER: CITY OF SEBASTIAN, INDIAN RIVER COUNTY _- PERMIT INFORMATION - NO, I '. � :REVISI❑N. � . BY .l I11lll DullllAlTE APPROVED DATE � ,1111 , ','�SCALE:.'NONE DESIGNED: DRS S„ECTION CHIEF: . .DIVISION. Di IR.I . , �.,: ,�.®� � F IIL:l :..l: I YI 1Iu.�l : I,J: FI. , "dI: I:lI.0 l II„ I11�, I'll, I III II,:,, III::: IYaI;d11116�I1ul I ,Y IIIuI III II.I :: � � �1,: l! ��u�l %in Y I��le l,II II'I lal I i l1II II II�IF.dI YII I IUIIL YI,I III i.I I I J u�l„Y,IIY��lll IYdlmleu'I. l :I�II111l Y FIl� a .I::Iu,l IYI Yl III : 'Ill l II� I'll, I I : Y 44�,:Y I I.a :I IY 1IL I Ie�.III �,�I� IYn ll. 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Liu, .:: a,'Inw I Jo a o,:u.:.Y u : .:: Y Y.I IY:u f(uhl m u:n i Ym4 �'�➢ Z p = _ Itz 1p 47 (* i p z PROJECT: PROJECT: E = STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM INSPECTION AND MAINTENANCE REPORT FORM TO BE COMPLETED EVERY 7 DAYS AND WITHIN 24 HOURS OF STRUCTURAL CONTROLS A RAINFALL EVENT OF 0.25 INCHES OR MORE DATE:--------------------------- R a _ EARTH DIKES/SWALES m = ERE FROM TO ' IS THWASHOUDEORE OF DIKE OR IS DIKE/SWALE SWALE STABILIZED INSPECTOR: ---------------- --------------- DATE: -------- ----------- --- OVERTOPPING m ty = _ INSPECTOR'S QUALIFICATIONS: a rrl III A.:Il:ummu.e:hi JY:n::J:'eml LN d:.:ud a J:.6xJ:. utlnJnutlm ------------- —------------- ---------------------------------- ----- ------- �m uea:ul,Ll luJueJ llul u:.d LlllWnd edxY: Y11116ieL JA.116 :III I,Yy� a DAYS SINCE LAST RAINFALL: -------------- AMOUNT OF LAST RAINFALL ------------ INCHES MAINTENANCE REQUIRED FOR EARTH DIKE/SWALE: STABILIZATION MEASURES _ _ _ ---------------------------- -------------- —---- -------------- ---------- INSPECTION AREA DATE SINCE DATE OF STABLIZED ? -------------------------- ------ ----- ---------- ------------------ ------- --- a _ (DESCRIPTION OF LAST NEXT STABILIZED WITH CONDITION Q _ ------------------ --- ------------------------- ----------- ----------------- LOCATION) DISTURBED DISTURBANCE (YES/NO) TO BE PERFORMED BY: ------- ------ —____--------------- ON OR BEFORE: ---------____-- LIZ CATCH BASIN/CURB INLET/OUTFALL TURBIDITY CONTROLS b STRUCTURE/ ARE TURBIDITY ANY EVIDENCE ARE TURBIDITY DOES SILT NEED TO CONTROLS IN OF CLOGING/WASHOUT CONTROLS IN NEED BE REMOVED FROM AROUND OUTFALL PLACE OR BYPASSING ? OF REPLACING CONTROL lb y = ' = STABILIZATION REQUIRED: MAINTENANCE REQUIRED FOR CATCH BASIN/CURB INLETS/OUTFALLS TURBIDITY CONTROLS: --------------------------------------------------------------------------- ----------------------------------------------------- ------------------- - ----- -- ------------------------ ------------------------------------- �`' _-------------------------------------------------------------- ------------------- ----------- ---------- ------------------------------------------ ----- TO BE PERFORMED BY ON OR BEFORE r�l TO BE PERFORMED BY:-------------------------------- ON OR BEFORE: -------- - ----- ------------------------------------------------ �� y == PAGE 1 OF 4 PAGE 2 OF 4 �I malI la ll,:m1 Y,4:L:IIdLn:JI I: III :IUJYI. I LI 7 �d6::hdeII: III °:: ILa .,:n 1:6u.h ,I L,. YJ.Yw u::::Le IJnYu I � ty e a a rrl Z ug p z m E N a ci r*i Z OD o ty - H CDp X D ND® _ � PROJECT: PROJECT: n m Z N (A m < a m z m —� C = = STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN m g � m = = INSPECTION AND MAINTENANCE REPORT FORM INSPECTION AND MAINTENANCE REPORT FORM SEDIMENT BASIN E - CHANGES REQUIRED TO THE POLLUTION PREVEN11ON PLAN: E ANY EVIDENCE OF __________________________ ______ DEPTH OF SEDIMENT INIDEPTH OF SEDIMENT SIDE CONDITION OF OUTFACE FROM --------------------------------- — E - OVERTOPPING OF THE BASIN BASIN EMBANKMENT ? SEDIMENT BASIN --------------- —----------------- ------ —------ ----- ty v < a -_ a3----------------- ------------------- ty --- ----------------------------------------------------------------- MAINTENANCE REQUIRED FOR SEDIMENT BASIN: REASONS FOR CHANGES: F----------------------------------------------------------------------- _ I:.,I In: u:.. uu, ulluwme: u:: IIJhe Flu ltl lwue,I I� _ ------------------------------------------------------------------------------------------------ ---------------------- -------------- --- ------ --------- _ 101I::IJ::::IL:I:I:L:J:Y::II:IIIII =------ --------------------------------------------------- -------------------- ------------------------ --------- --------- ------------ —----- ---------- --------------- TO BE PERFORMED BY- -------------------------------- ON OR BEFORE:------ ------------------------ ------------------------------- `� ------------------------- - - ---------------------------------------- O = = - ----- ----------------------------------- OTHER CONTROLS - — y ® � STABILIZED CONSTRUCTION ENTRANCE ® - � DOES MUCH IS THE GRAVEL DOES ALL TRAFFIC IS THE CULVERT I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL - - USE THE BENEATH THE ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN SEDIMENT GET CLEAN OR IS IT STABILIZED ENTRANCE ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED TRACKED ON TO FILLED WITH ENTRANCE TO WORKING? PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION y = = ROAD ? SEDIMENT? LEAVE THE SITE ? (IF APPLICABLE) SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION j SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE Q I� c POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. O MAINTENANCE REQUIRED FOR STABILIZED CONSTRUCTION ENTRANCE: -V - - -- -------------------------------------------------------------------- SIGNATURE -------------------------------------------------- TO BE PERFORMED BY: ----------------------------- ----- ON OR BEFORE:-- Y PAGE 3 OF 4 PAGE 4 OF 4 0 E �alll:III:JIIII:.,:Iw1111:Y414wa: d,l :II::II � ::I I ct:J m L < —1 m 3 _ /t4 V - Z ? 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IreoYm mY'nY, arla�a',.ul; uYlueunu l�.a,I W, 1 WillIll Ill .;. ::, I:ull mir, InI::IIOI hdndll, l I u l: I I : ul,l' uu "It'll Ill AI ulll:Ill lIll III:,II :: a ,L:I:uu.l :Ill: la„Ill A. I,.II:I:::lad:l..:.l..:l:l IIWuBrA,vl., el,:l„ LI .ml,:,,u „„IIIII:; I I I.::I,:I I I::: u,:,, uY 111 I'll 1.1 to,I,:1::11I111, 1 1 t, hill::::.::a; CURB INLET • WIRE SCREEN CONCRETE BLOCK O O O ° ° �_. °O 0 0 0 ° ::: r .I�: O O O 00 0,:: :::: '::, :, :: o O O _ °o 0 o NOTE: Spacings shown in this chart ore ° are based on generalized conditions FLOW RATES CFS �— °o pO ° ° 0 0 0 °° 9 2. EXCAVa. A 4"x4" TRENCH `�—.-o ° o° ° _JU o 0 0O and should be adjusted based on very Light < 5 UPSLO ALONG THE LINE OF o0 0 0°o O o o ° ° ° actual site performance or hydraulic 1. SET THE STAKES. 00 0 ° o 0 0 o O computations. Light > s < 10 STAKE a� o �� O O 0po 00 � 1111111 _ _ O o O O 0 o O o r_ Moderate > 10 < 15 o O° 0 00 O o Heavy > 15 < 25 — �� 0000 °p 0 0 ° o 00 O ° 0 0 Very Heavy > 25 < 40 _ �- 00 ° °IMUMLo° °°O o o°° _`_ 6 LEGEND00 0 00 oo g 8 Flow SOILS o o 0 o O O 0 O O ^�' Soils Ir— ° O 00 O O O O O O o ° ° 0 0 Cohesive Non — Cohesive- o > Firm Loam Fine Sand o°° o o ° ° ° ° ° ° ° o o O0o ° O ° o O � o 0 O ~- Cloy Sands Course Sand o ° ° O o0 o O o - --��/ Clays Grovels _ f o 0 0 0 0 0 0 0 00000 00 0 0 0 0 0 ' Hardpans Sandy Loam o° o po o m Silt Loam 00 O O00,0 O O O O 00 O O ° O O O = WIRE SCREEN C a/�!iij. i.,, GRAVEL FILTER GRAVEL FILTER `�' y�i ° /i'i'i,�iii' - aw B' MIN. WIRE SCREEN a 0 P \NO`� 4a*, ��� FLOW n 4. BACKF AND COMPACT THE FILTERED WATER FILTERED WATER 3 / tOOe°f 3%'es;YPl"S%,° 3. STAPLE FILTER MATERIAL TO EXCA :0 SOIL. OVERFLOW °�y tio7, �a M ° 49 THE TRENCH. RUN❑FF OVERFLOW tie �° q �� STAKES AND EXTEND IT INTO C >a h! - WATER WITH o 2 \Non~ �Q9j�P ...........el°�h RUNOFF -c SEDIMENT 000-08" /-IHL e OQY ye Coh e e WATER WITH ° Consider use of SEDIMENT °o°o ° o _ Temporary Sod ��':::.. SEDIMENT WIRE SCREEN e e DROP INLET WITH GRATE 2'x4' WOOD STUD CURB INLET 50 100 150 200 250 300 350 400 SEDIMENT Spacing (In Feet) SPECIFIC APPLICATI❑N CHART I THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS SPECIFIC APPLICATION CONSTRUCTION 0,i FILTER BARRIER WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE _ PONDING IN FRONT OF THE STRUCTURE. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS RECOMMENDED SPACING FOR TYPE I AND TYPE II HAY BALE BARRIERS, AND TYPE III ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT AND TYPE IV SILT FENCES AND PAVED DITCH HAY BALE BARRIERS EXCESSIVE PONDING AROUND THE STRUCTURE. BLOCK & GRAVEL CURB PA BLOCK & GRAVEL DROP SPACING RECOMMENDATION FOR FLOW INLET SEDIMENT FILTER PLAN INLET SEDIMENT FILTER SILT FENCES & HAY BALES POINTS A SHOULD BE (D-902) HIGHER THAN B N.T.S. (D-904) (D-906) A B A 3 N.T.S. N.T.S. ELEVATI❑N f ;f 1 r ° g °°°o°$8q�°�° I o /J °ojoo°I GRAVEL FILTER CURB INLET WIRE MESH WITH FILTER FABRIC 12' 00 FILTER WATER RUNOFF WATER �1 0 �o° o ub SEDIMENT CONCRETE GUTTER CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL CURB INLET SEDIMENT FILTER DROP INLET WITH GRATE COMPACTED S❑IL — ❑ ❑ I ❑ ❑ I❑ ❑ ---� TO PREVENT PIPING ❑ �Illllill IIIIIIIIllIIIIdI' ❑ —RUNOFF WATER ❑ II ❑ -� WITH SEDIMENT 13 —, I11�1111 1i�lili ���°�ll�+ STRAW BALES STAKED WITH 2 STAKES PER BALE -STAKED STRAW BALE ( I I I I I FILTERED WATER 1 Ilil I III � f1Sl��fillll o�- I 1. SET POSTS AND EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE OF POSTS A _ Ann, ff /ill 2. STAPLE WIRE FENCING TO PROPER PLACEMENT OF A FILTER BARRIER III DRAINAGE WAY FILTER BARRIER CONSTRUCTION DETAIL (D-910) N.T.S. taked and Entrenced traw Bale III I Compacted Soil to I Prevent Piping I Sediment Laden <; Runoff I I BURLAP FABRIC -�� RUNOFF WATER 18' MIN. WITH SEDIMENT ! ! ! I GRAVEL (12" MIN. DEPTH) - RUNOFF WATER 0° 0 oR� o �o o _ �_ + WITH SEDIMENT o (y �� o 0 BURIED EXTENSION OF FABRIC AND ' BURLAP FABRIC WIRE INTO THE TRENCH. CROSS-SECTION OF A l- PROPERLY INSTALLED STRAW FILTERED WIRE MESH WITH =� SEDIMENT WATER FILTER FABRIC FABRIC SEDIMENT FILTER FILTER FABRIC SPECIFIC APPLICATION —�- THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCEN— STAKED HAY B� TRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE SPECIFIC APPLICATION MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET (D-911) CERTIFICATION: I:I'llllllll 1111 IIWYY DRAWS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE N,T,S, SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. GRAVEL INLET SEDIMENT TRAP CONSTRUCTION DETAILS FOR SILT FENCES DROP INLET SEDIMENT TRAP (D-903) (o-sog) (D N.T.S. FOR SJR�a� MD REVIEW ONLY. Dale R. SmithN,T.S: N.T.S.T.S. - P.E, NUMBER: 32054 = ,1. NOT F O�.: CONSTRUCTION � DATE: �I Ili., IYI IIIII IIIe u.11 u.',Ilullltlill ul'IJ1�.1Y lII IlA 4, I'':IY 'll Wlulll IiiuI:iJ 1111I IllIluW ld:llll l ,Iv Y:ilrli::. WI oli' 1,, Ali 1I'll 1 It. i l:l'ud:uu111 IIw1�l4L:idelll Yf 4Yi111WY"tu 41 :II II , 13 '.II.: I I I Y.:.II., Y Lltll ' I.Ilull hl nl, Y.I II,IY 1 Ill llitillit Aill ,I:l::lI LIII I . ':: I.I. IY�I{;I:,.Y :, Il:ullltl 411, :,v;l:,ll;; v: :I,le.l.,��.. 1Y , I III I.I; I. nl:: : II Y:I ::, I '.I�:I III . d '.I..„u1� wl l:: �I M1 Il 11iY o:III Y— II I lull .: u. III "i.,. v u. Y' '., '::Illuti, ': ul,� i.i,n;::: %�✓i�x(A l ii 1, 16,;i:Y le , YI I:::. , Y, uI. Yl:ll ill 'Y'Im„I,II:,:III:I: :, . , ,, :,'1 WIlU,ll Llu, I" ,", :II:I,:I I,I : ul Illplll LI , 1, I u:l,. ,,I IIUJ: YY, I,IY ,4II:I,I A .,I:II II n :Il,ll:l.l I, II I I , I.:I:Y I i4 �1 )J. ::: II I, I :IIIII II : :: :III, Id l4l ul ll: I II d,,. I: IIIII II,Y II. le.II :III ._:.4, ,LI:IWI II n:l:, :::IIIII II I I I.:IJI.:l�llu'I'I lellll IIIII, Il l'lll::d llldLLn:ud� "�: I : I :':: : lull tluLY IWm :Irfll,Y.l ruul,nY ll:l:YddnWl'I ,u'LudY ulnaull.luu.ul anlr udu+"Illn ,,III Y'W :d.u,lr Llu :ul- I I'.:, ', :: ,:oY r. l :�I6 a:u Im,l"II :I°�e4. 11.Iltr : T YI I : e,A� .,, n:ulAa eY',!Ln. Y i:dallao R1. Iiul:l IulYmlauW 11., I,IImY L 'I�ul.', , IYda ,IL `.,Ld.Wn llltll: lull., u:wl:+e,.,l a dln.:::I mY nr. ':IllauuW, r, l Llluilll iYL,�l,,,1,,lllll:Ill Yn:,,:l 1 :,r:�,ll: lulLl,l.l. :Inl le,,., ,: uY IY :: L:,I 1 Y :I�I,i i:l : Ir�l ,'i,i:: ,.. 'Y u.:e l I , , :full ,:i a 'u'':Ytl O:: IIIII It.,11111111 ul II '..'LII IJIIII " Y' 4 ul u. ui.::IIY I:II,: w :l J Y'll'll: I. alkll 'I III I : ll,dl I,I .III II IIIIII I, I,I.J :: II,I III : I. : P += S T JOHNS RIVER . Y:IAkk DRAWING FILENAME. Illl,lll:..11� s = SEBASTIAN STORMWATER PARK - WATER MANAGEMENT DISTRICT NATIONAL POLLUTANT DISCHARGE E L!"MINATION SYSTEM da�s-SUr�ey-S"t z-4-15-19 P.❑. BOX 1429 PALATKA, FLORIDA PROJECT NUMBER: DEVELOPMENT PLANS = = = STORMWATER POLLUTION PREVENTION PLAN CITY OF SEBASTIAN INDIAN RIVER COUNTY !DRAWN: DATE: 8/i5/02 REVIEWED: I PR❑J, MGR.: SHEET NUMBER: DETAILS NL:a, I IIII :'::II III II II 11:1' uL lale.n I YI I II YL.I.:,l,:dll'Jl ir'4LYI,I ::W:, IIIL I W LIuIY: I ,. I l,ndwtl :Il Iv m lllYll: II:III,W.YY.VLI,IYIII:I,IIYYII I. iYUI IIu....AI REVISIONBY DATE APPROVEDDATE SCALE: NONE DESIGNED: DRS SECTION CHIEF: DIVISION DIR.: nI uLWI 1 IIII' III IlIIW1I I!I Ill II ,IIlYI _ I,tl I'' Mill, I'Ill::,llul... ., ,I:.:I II:.: :�:dII I I,I IN, I upW IeIIII:Iu u,l 'IY Il.11ln ,:IIIII' III IYI II In.!� �I IL:IIII III ..:e.:II:nI,,u.I:I,uII. , -1 8 ❑F 1 9 HAY BALE SEDIMENT FILTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT ) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. STAKES ----I FILTERED WATER 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. Binding Wir or Twine I II Filtered Runo I II I� 1 du' 'Y' ea `R,9 `h-:%:,�' ..I' + k .. P�� 'bM!',.k �lu, Ifa ,. a+ .0 +Ya°I asm,,�l... 4 4I. Anchor Bales With 2 - 2" x 2" x 4' I ' I I Sod EROSION AND SEDIMENT CONTROL NOTES INlllun�lriillll° Sidewalk J Stakes Per Bale. _ � nnunu munnll Open IIBIgIRIIa{IIIIIIIIiI�ll�lllll�{III d Rise-mnunmm�mnnnlumnm-_Sod1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF ��\y Oi1-�-Type A Or B Fence 1­1y __ __ Loose Soil Placed B -- - Shovel And Li htl NOT REUSABLE A ON -SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. 3. ADDITIONAL PROTECTION - ON -SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. 4. CONTRACTOR. SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. 5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2- INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS INDICATED IN D-903. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE PULLED AWAY FROM THE INLET, CLEANED AND REPLACED. 8. BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED WITH THE BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE BALES. 9. BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER. 10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8 INCHES. AFTER THE BALES ARE STAKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. 11. EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST TWO STAKES OR REBARS DRIVEN THROUGH THE BALE. 12. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER FROM ENTERING BETWEEN BALES. 13. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 14. CLOSE ATTENTION, SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND UNDERCUTTING BENEATH BALES. 15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROMPTLY. 16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. 17. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 18. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 19. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE- THIRD THE HEIGHT OF THE BARRIER. 20. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 21. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 22. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/3 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL .NOT ERODE. 23. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. 24, FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. 25. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. ' SEE DETAIL SHEET FOR TYPICAL CONSTRUCTION. 26. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED. 27. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. 28. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. 29.. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 30. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT SCREENS, HAY BALES, AND GRASSING. ALL FILL SLOPES 3:1 OR A ran Ditch _ ❑ p - Ditch i -- - %/ c��`��� Curb & Gutterj� ,��� _��Curb & Gutter !���������I�I!E ;��������lll��{I�III!I INI � ll�ll{NI!{IilllllllwulllllBBlullill `�� - - 1{Illl{ilin{�IIIVI�IIIII�II{611{III -- Inlnnlifflnnnnnnnnn nnxnn m nml nm mm nm PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Limits Of Construction II Sod ��- Silt Barrier (_ 50' Max. _ _ 50' Max. - I `\ \ \ \ Sod Ditch Bottom Inlet Median Ditch - / f- Silt Barrier 50' Max. _ 50' Max. = I Ditch Cross Drain --� ®► 50' Max. 50' Max. , Endwall Silt Barrier � ( Sod 1 Limits Of Construction DITCH INSTALLATIONS AT DRAINAGE STRUCTURES HAY BALE LOCATION (D-901) N.T.S. Post (Options: 2" x 4" Or Optional Post Positions Principle Post Position 22 Min. Dia. Wood; Steel 1 I _���-- (Canted 20' Toward Flow) Filter Fabric (In -6 (Canted / 1.33 Lbs/Ft. Min.) �I 6' Max. i Conformance With Sec. 985 FDOT Spec.) >1 Filter Fabric o o / Silt Flow 03 Y J ELEVATION SECTION TYPE III SILT FENCE Note: Boles to be staked at the direction of the Engineer. `"�- Loose Soil Placed By Shovel And Lightly Compacted Along Upstream Face Of Bales. BALES BACKED BY FENCE 011 Iv 50' On Centers ( Typ. ) As Required PLAN Anchor Bales With 2 - 2" x 2" x 4' Overlap Ends Stakes Per Bale. Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE Flow Bales To Butt el - Anchor Bales With 2 - 2" x 2" x 4' Stokes Per Bale. PLAN Loose Soil Placed By Shovel And Lightly 6' Min.__, --Compacted Along The Upstream Edge Of Boles. -Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES Poultry Mesh (20. Go. Min.) Or Type A Fence Fabric (Index No. 452 & Sec. 985 (Options: 4 O FDOT Spec.) Post ( P " x 4" Or Optional Post Positions Principle Principle Post Position �•' I 3° Min. Dia. Wood; Steel , (Canted 20' Toward Flow) 1.33 Lbs/Ft. Min.) �I 10' Max. , Poultry Mesh Or f i Filter Fabric (In Type A Fence Fabric Conformance With >� Sec. 985 FDOT Spec.) /Filter Fabric 0 --- / Silt Flow M oo u / /l ELEVATION SECTION Note: Silt Fence to be paid for under the contract lump sum price for Erosion and Sediment Control. TYPE IV SILT FENCE 9 Y - PLAN Compacted Along Upstream Edge Of Bales. Anchor Bales With 2 - 2" x 2" x 4' Stakes Per Bole. Post - Rail 1' Min. -L. 2:ommended ELEVATION Spacing Bole barriers for paved should be spaced in accordance with Chart I, Sheet 1 of 3, Index No. 102 BARRIER FOR PAVED DITCH Woven Filter Fabric In Absence Of _ Established Grass (Approx. 12' x 12') Secure Edges By Entrenching And .. Extend Under Bogs And Bales. Fabric Shall Meet The Requirements Of Section 985 of The Standard Sand Bogs A Specifications. Cost Of Fabric To Be _- Included In The Contract Unit Price 5' Min. For Baled Hay Or Straw, TN. ,° Loose Soil Placed By Shovel And Lightly I ,°°:ase Soil Placed By Shovel And Lightly Compacted Along The Upstream Edge ;npacted Along the Upstream Edge Of Bales. Of Bales. PLAN PLAN Rail Post Min Recommended I 55 I 1' Min Recommended Typ. Typ. Anchor Lower Bales With 2 - 2" x 2" x 4' S.tokes Per Bale Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale. Anchor boles With 2 - ?' c 2" x 4' Stakes Per Bale. ELEVATION ELEVATION Application and Spacing: The use of Types I & II bale barriers should be limiterthe conditions outlined in Chart I, Sheet 1 of 3, Index No. 1'"=5' (F.D.O.T.) TYPE II TYPE I BARRIER FOR UNPAVED DITCH HAY BALE BARRIERS TYPE 1 & II (D-912) N.T.S. 161 Sheathed EAW Steel Cable (9800 Lbs. Breaking Strength) With Galvanized Connectors (Tool Free Disconr::. Slotted PVC Connector Pipe (Metal Collar Reinforced) Closed Cell Solid Plastic Foam Flotation (8" Dia. Equiv.) (17 lbs. Per Ft. Buoyancy f 1 18 Oz. Nylon Reinforced Oz. Nylon Reinforced PVC Fabric (300 psi Test) s IC Fabric (300 psi Test) Stress Plate �lBGalvonized Chain th Lacing Grommets TYPE II o FLOATING TURBIDITY ­ARRIERS O Proposed Toe Ot ":-:;pe o° a Existing / ~ �f Causeway j Shore Lin 0 10 I tca� 1p0, -typ�cot I Current I� Structure Alignme STEEPER TO RECEIVE STAKED SOLID SOD. NOTES: Note: Spacing for Type III & TYPE IV Fence to be in 1. Turbidity barriers are to be used in all permanent bodiea J water regardless of water depth. 31. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL TO REMAIN IN accordance with Chart 1, Sheet 1 of 3, FDOT Index PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN No. 102 and ditch installations at drainage structures 2. Number and spacing of anchors dependent on current cities. AREAS HAVE STABILIZED. Do not deploy in a manner that silt fences will act as a dam across permanent flowing Sheet 2 of 3, FDOT Index No. 102. 3. Deployment of barrier around pile locations may vary tc ."::commodate construction operations. _- 32. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT watercourses. Silt fences are be used at upland locations and turbidity barriers 4. Navigation may require segmenting barrier during constr-°,;::'ion operations. MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS used at permanent bodies of water. SILT FENCE APPLICATIONS 5. For additional information see Section 104 of the FDOT ndard Specifications. �CERTIFICATIDN, do I = RESPONSIBLE FOR- MEETING ALL APPLICABLE RULES, REGULATIONS - AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL ADDITIONAL CONTROLS. 33. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER TURBIDITY BARRIER APPLICATIO + MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF SJRWMD FOR EROSION AND SEDIMENTATION CONTROL. THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT. SILT FENCE TYPE III 8c IV TURBIDITY BARRIERS Dale R. Smith (D-908) (D-907) N.T.S. N.T.S. FOR.'­'.JRWNI® REVIEWONL i ._ P E. NUMBER: 32054 N%DT FOR CONSTRUCTION a DATE: 11.,' I I I i I I I,.. a I'WIIiI",a, I'.�LJ Y�III�iJUL L 'Y WY.LLIIIx N"tl+,11Y1L I+i�I'IYW, �.rl,YI+I l.�u.l ,'I,., I sd�I �:.Yd" Y IIII + , '�IIIi II 1.1 1" ,W III, u„ ,� �' �liil d,dllll. ad d. 110 II I. �Iluu� , .u,i ,oe i+a l.. u. �. u, + a d � 111�. �iul, + . I iw.a,++ i��,.i wle .. Ili I.I. I t��� i �Y W id'II WIUL4, I'u1111��Y4, I1011 Y.I. li�l�iilwllllill�iYL11� Ild hIYWYI'LLILII iI/IIYIYll u+11111'll': YYIYI IUIIIutd�JY11,IwIIIIII1114Y h041Lr L111YlIlal Ia YY II IIIWILLu W�YlY 11111:,WI�YIY+IuIdJldWio�h,l kilo 1, iWl Lull 11l la IIIY IW I 11 IIYa 11 � �� . + il,l c=u� �11P n1 .'�u � a �l i� I lhi��t:�� 1=+,u IIII ii ��+u �. +,i l„I� "�� ����� W u. w ��i� a ...,. +,�I d���u�,i.,,�i u, .".luw� + �Iiu.I n.Y ���:w�x� I Ir n,uuild .�',� II..�. I . ..... ul I 111 i,r1114,Y Y I le."�,f�laiiIII i.1, 111 s,l+II�.,IIIiI III Ilkill uL,d, lliI II,II�,I III., "AIIIIIIII.111 uL11 lkill ,u ll�dl All luiLlll 1YI".dI+I,iYY.1,'.'r4,"Ill IId. I'll IJdkid d,L+� ... �. .`,, � "i � "".' '"'• d I .. tlty , r I, iel�, nu ,a u 1 , Y +.I � � I III 1 Iuul,� i�� a n,lm ua .. I ?1 r,,1 i/ A t'" .' ., � :L.,L. h, „I ,u 1,41:u1 , u r II n.4I al ��� ,.y. , a:,:�ua +a � I,e:m ,,,+.I:�. I. ,L tl. ,,, ml 1 a,,, +, LEI I Y .I,.L� I �Ilu r rI+ L41Y r.,:: l,+l,' 1 Y II ol: r IIII IIdII 1 I tl+ �I 1 YOIILLI. ,'ll oullaJ a 'i .,�; +h.,I+:Lu �, u:�u Rd�eti.I,l�Ldi +� v.`nt,:hl+ a , � 1 r'rP q ti , , � I I�u e d: a:l:. , I,:II, I ., I I 4:I du I 1 Y „ 41 .. 1� I III++ .II,L.:: 'I�a,au :. ',�u r.I+.a r=atoll, ,.-':�I:II I a::'ui l:I ul' �, aa..I u, I� 'I�L�III �. .I did, .. II. : Iva YI - 4 � d - � .�uI ILI nI II �,il �Iei l I �I�d,dli, 1, „ILL �,�m 116„�I, III I�I�.,. ��'ha, �a,M I,II II �III�III��.� lJ +II. I�,d l��i Ili 14II ��I��II I II � � dlW„I .iue� - � ���"•.�I. .,.�L� ii��Id� ,,,.IIII - 4 DRAWING ST JOHNS RIVER adams_surNey�Sht ZA 4E15-lnui SEBASTIAN STORMWATER PARK - WATER MANAGEMENT DISTRICT �- -NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM = 9 PROJECT NUMBER: - P.O. BOX 1429 = PALATKA, FLORIDA DEVELOPMENT PLANS STORMWATER PREVENTION PLAN 44015 CITY OF SEBASTIAN, INDIAN RIVER COUNTY = DRAWN: DATE: BDRS02 REVIEWED: PROJ. MGR.: PERMIT INFORMATION SHEET NUMBER: 3 � � SCALE: NONE DESIGNED: SECTION CHIEF: DIVISION DIR.: NO, REVISI❑N BY DATE APPR❑VEDI DATE - Q , I� �'. , , �. � J II I " ' I. . LI' II. 11L��IIl1 11 IlAlYG 111mu n l i u,l"II,II��WURI. a i411�JUI,IIYx.ioid.l I ,lul,lll.l lll,l IIIIIII II 1 Ililm4II�YIII„tlILII mII �IIY'II �I,+I I� I I:IIYI+J,IaL�IIYYII Y IIIL Y�llIn� �..11,B. P%.Y YhIY IJ1 IIIIIII�i I tll i1ull+ IWllIIL� �YI II iI I.I YiuuaY�lui,I.II,IWA lmYIYH imYltlI YL,f1�uLI� iAlI�4u�nYLllu did, II �eWo-a.INIuYIIIII.YI,I I flJIIIILIJ IIiWIlI,.IIIIIJWY.I��,II�InllI IYII6LIIIYeI�IYWIl IJLIuII�I� it LII.�leI1I IL.LILY.Itlh.J'1,,J4I,11ali II. ll I I II IIa l nIIilllll,+I I�Im,i1114Y lalllll1 III :.1 +� 11 Y'I ',.IIII ,n„Y11 aL�Ydlpl LEGEND Pile Locations ® Dredge Or Fill Area Mooring Buoy w/Anchor Anchor 0 Barrier Movement Due To Current Action r Type III Or Type IV Silt Fence Protection Around Ditch Bottom Inlets. Silt Flow Silt Flow Type IV Silt Fence Type III Silt Fence