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HomeMy WebLinkAbout2008 - Phase I & II Paving, Grading & DrainageI , _ -- - - ----- CHERRY C❑URT------------- -- - - - -- - --� i 50' RIGHT OF WAY C UNOPENED RIGHT OF WAY I I , CHERRY COURT t] - -- -- -- - -- -- LOT 19 BLOCK 586 I ` I , SITE LIJ U ; THUNDERBIRD a z .- I N M �t iti cn -_ W LOT 1 LOT 2 LOT 3 BLOCK LOT 585 I LOT 5 A + STEWATER DATA � 1 BLOCK 585 I BLOCK 585 I BLOCK 585 BLOCK 585 I + H = 3 GALLON/SEAT + + ANA WASTEWATER FLOW = 300 SEATS(3 GPD/SEAT) = 900 GPD _j -, o �1 o_ SEPTIC TANK SIZE 1,900 GALLON TANK _ M N O LOT i8 y^ I I I I I ( I DRAINFIELD SIZE = 900 GPD(1 SF/1 GALLON) = 900 SF m m Z ISI 3 , , I qo `�° 1 I I GREEN AREA REQUIRED = 900 SF x 2 = 1,800 SF 1 BLOCK 586 I ;L^• 1 ^ �• ,y*x' I , o ¢ 7) ¢ -, I �yI I oo + I I I I I GREEN AREA PROVIDED = 2,500 SF CANAL i ^ OVER HEAD y`b �,• ELECTRIC 1 (EXISTING DRAINFIELD I,RD # 34 5 (TO BE JET OVED) �- - - - - -- - . -- - - - N .90, .00 00„ W 377,57_ CP) 377,4 - M= I 3 ts" PROPOSED CLEANOUT- 4 a ----1 LR. NO ID, I1 N 2 /I --- 1 0 I r INV, EL. 21,90 02 I 1 N I . a 23 6 ^ 0- �rL h p 18 7p� o � �, � �.• ry�°� 24 O N 3.98 2 I I 1e,96t � n' � � pl O 3.83 • i �.� 24J - = --) + l �j r� O 1 t p 2 I NAIL IN POLE y^ �--A- 2 I �7 CL LOCATION MAP - �- �, 1 LOT 17 0 `-' 2� BM = 24.77 p • I 1 _ EXISTING / n ❑ o C9 ° ps _ _ , ___--- ---- ° 424.19 I : ct . LTJ 10'X16' SHED LOT 6 i I LL '� m ~ BLOCK 586 0 09 'o I -- j 'D (PHASE I 3j48 1 1 , N �t 2 �. I 2 ' V 23. ' F.F. 24.23 BLOCK 585 I - - LR. 642E?9d 2 �/ �•�� -- �j BUILDING DAC ITI AU H 4.1--„ t 24.15 wool W W V �� V ORMATION n O X F.F, _ 5,08 ���Y 19.79' , I SITE INF Z 247.80' 1 .. t�a� i :.V• N to Z Q ABANDONED ; 2 ��� ti;,•_� OWNER _ 1 �. , °42 X24.03 'c• 5446' I ]: / CONSTRUCTION SCHEDULE z 4 IL E AST 1 � Z t� 23•Saf ► EXISTING ('TIC TANK I - - - -243$-_ _ _ _ _ _ _ -. I CALVARY BAPTIST CHURCH OF SEBASTIAN START CONSTRUCTIONo0s Q % APRIL 2 Z 1 Y I I I i ET BE R O VED) I I 123 THUNDERBIRD DRIVE t I I I REMOVE 25 FEET ❑F EXISTING END CONSTRUCTION OCTOBER 2008 ❑ F C H R R' , J i 1 �? �,7 , SEBASTIAN, FLORIDA 32958 W ,� o �' EXISTING C❑NC. CONCRETE SLAB T❑ INSTALL NEW I i 772-589-6519 COURT o ti / o Q Z I¢ I 0 1 CONCRETE !+• � BASKETBALL SEPTIC TANK AND DRAINFIELD � O i s i < M PARKING L� 1;; COURT I 2426 1^ I R BUILDING SETBACKS (� y Io5 EXISTING I SURVEYOR Io I L7Y �I GD LOT 16 PND. ' t ¢ + . 1^ CHURCH iv 5 M i I 23. .24 REQUIRED REQUIRED `r I.R.J' ID. ^`1 OZ 23•� ¢ i " I BUILDING �i LOT 7 �' { DANIEL W. TALBOTT V Z BLOCK 586 a3 24. ! o- i I BLOCK 585 I 1279 OLD DIXIE HIGHWAY FRONT: XX FEET XX.XX FEET - - N rye• I -1 I I F.F. = 25.08 + VERO BEACH FLORIDA 32962 ry Q I¢ i PROP 1D 110 LF OF 6- ` 9 52 2440 428 3 I 772-569-8884 SIDE: XX FEET XX.XX FEET MINIMUM I EXISTING PARKING AREA p 10 ! I MIN. OPEN SPACE: XX% C SANIR LATERAL @ 1% + / 2 REAR: XX FEET XX.XX FEET I I (50 SPA ES) I i �- o I Cl 1 I ^ ti 1*10,0T D USE XX.X% ® LL' � / a'• I I I ,' 0.92' 1 � � I P ® AN MAX. BUILDING HEIGHT: XX FEET XX.XX FEET J Q NTNG L 1z (Il v _ h 6 ti ''/ _. 1 24 � PUBLIC t Q7 p�0 , b (p I I h 10 5319' } r ° - - - - - - - - (- FIRE DEPARTMENT z I m \SITE DATA (EXISTING) THE FIRE INSPECTOR FOR THIS PROJECT IS LT. XXXXX U1 _IRR. Box I 4' t / 81 ADD 25 FEET TO EXISTING\,XXXXXXXXX 772-567-3160 x XXX ca W 01 - --- - ---- - _ I I j24.3 f s d CONCRETE SLAB TO PROVIDE F-+ SITE AREA = 31,380 SF = 3.02 Ac = 100.0% W O - 21.1 1 R / O 10' -� - . - -- ryL' I ► 24.09 ® 2" IRR. WELL p 4- cu FULL BASKETBALL COURT [L CONCRETE AREA = 5,518 SF = 0.13 Ac = 4.2% W W SETS/ w 0^ j FLAG POLE i° �� 23,E to• tri (RELOCATE METAL POLES AND HO❑PS) UILDING AREA = 5,060 SF = 0.11 Ac = 3.8% Z # 5642 �\ • �^ ^' �`O I I o i i % oo , q 1 PAVEMENT AREA = 12,995 SF = 0.30 Ac = 9.9% PERMITS REQUIRED 0 W 12 `I�' <x� I I �24•a2 / . 0 PROPOSjD CLEANOUT �m LOT 8 W LL) I STABILIZED AREA = 7,170 SF = 0.17 Ac = 5.5% Z z INV, EL, = 23,00' W = _ O BLOCK 585 W TOTAL IMPERVIOUS AREA 30,743 SF = 0.71 Ac 23.4% CITY OF SEBASTIAN SITE PLAN APPROVAL W z I TOTAL OPEN AREA = 100,637 SF = 2.31 Ac = 76.6% PITY of SEBASTIAN TREE REMOVAL PERMIT (BY CONTRACTOR) O 12- `L^� o i �' 9 / W CITY of SEBASTIAN LAND CLEARING PERMIT BY CONTRACTOR a �' I ' 1 1 � ~ I i ( ) Z END 6' PVC - ° ^�' + 56 ' / e° , I CITY OF SEBASTIAN STORMWATER PERMIT F ��� \ �' o SITE DATA (PHASE 1) 1= WATERMAIN moo\ ryo. ��`�1\ h ry 1303 { ,� �� / .,Z3.34 0 14» o I Cl INDIAN RIVER COUNTY FIRE REVIEW PERMIT 4 1 o• h # I Z I SITE AREA = 131,380 SF 3.02 Ac = 100.0% $.J.R.W.M.D. 40C-42 DISCHARGE PERMIT 23.49 y o o _ ... •� `.�`+� ` 1 i i / a L EXISTING CONCRETE AREA = 5,518 SF = 0.13 Ac = 4.2% F.D.E.P. N.O.I. PERMIT ►22791 WATER SERVICE LINE W + • CONCRETE REMOVED = 1,310 SF = 0.03 Ac = 1.0% Q Z SANITARY SEWE O`er �.`� g`� jUZ-37 i /• ! - - - - - - - - - 1 2® ( DEPARTMENT OF HEALTH SEPTIC TANK PERMIT BY CONTRACTOR MANHOLE �o� ��`� �.`to\ ��� `moo ��� / 1 i z ,23A7 = , S1 PROPOSED CONCRETE AREA= 1,000 SF = OA2 Ac 0.8% t O �t ��` ��.` yo , 23 0 23.3a U I ` TOTAL CONCRETE AREA = 5,208 SF = 0.12 Ac - 4.0% U N TOP = 20.98 e a` \\ �` �� 55 /22.6 / • 23.33 I (� EXISTING BUILDING AREA = 5,060 SF = 0.11 Ac = 3.8% BUILDING27 O 17- SITE LEGEND o� \ \\ " i 21 �2? / 24'28 Q[ 1 �PROPO ED BUILLDING AREA - 2'310 SF 0. 6 Ac 11.8 F EO OD OZONE ti ®� • o ` \ TOTAL BUILDING AREA 7 370 SF 4.17 Ac 5.6% TH ®`�� \ ti �.`� �( 46 TRACT J ' I PROPERTY IS LOCATED IN FLOOD ZONE 'X' AND 'E' \\���; �`� i ` 7 / BLOCK 585 f LOT 9 I 3 EXISTING PAVEMENT AREA 12,995 SF = 0.30 Ac 9.9% PER F.I.R.M. PANEL No, 12061CO979 E, DATED JULY 2, 1992. �° PINE TREE t� ` `\\ ^ya` 26 �2. a I PAVEMENT REMOVED 0 SF = 0.00 Ac _ 0.0% ..� z t , t ''' '1�` �\ \ �`�/� 2 8 BLOCK 585 ( ) _ - `4 'ywr' \��\\^� 3g 1 /. 22 I PROPOSED PAVEMENT AREA= 0 SF = 0.00 Ac 0.0% �^~`�� E3 I TOTAL PAVEMENT AREA 12,995 SF = 0.30 Ac 9.9% ° MAPLE TREE �`�`� �20.78�`� .p�wM 2.35 30 EXISTING STABILIZED AREA = 7,170 SF = 0.17 Ac = 5.5% SURVEY BENCHMARK 0 L;J . /� `� 2 121 .23 I I STABILIZED (REMOVED) = 0 SF = 0.00 Ac 0.0% NAIL IN POWER POLE ON PROPERTY NORTH _OF EXISTING BUILDING � ❑VER HEAD ' �t \\`•l2a'49\ 2 23. 24.08 = PROPOSED STABILIZED AREA_ 0 SF = 0.00 Ac _ 0.0% JUST WEST OF EXISTING DRIVE ELEVATION - 24.77' �- OAK TREE `� ;KI ° I ( TOTAL STABILIZED AREA 7,170 SF = 0.17 Ac 5.5% '� ELECTRIC o `� 17 `� \\� ` \ ` �e .22.65 � TOTAL IMPERVIOUS AREA = 32.743 5F 0.76 Ac = 25.0% TOTAL OPEN AREA = 98,637 SF = 2.27 Ac = 75.0% kyr ��Iw ;K101 PALM TREE \\`\ \ \\��p31 ` .23.12 ° t- - - - - - - - - - - - I WASTEWATER SOURCE ,* ,I ELECTRIC BOX THUNDERBIRD DRIVE \ \ `e\e 2a��`°° �` $» 20.52273 �t , 23 �5 12• ( I 1 I SEPTIC TANK AND DRAINFIELD 50 RIGHT ❑E WAY 20.82 SITE DATA (PHASE u) CD NO CHANGE 1N SITE DATA. THE ONLY CHANGES OCCUR TO THE a ®wM WATER METER EXISTING - ! I I I INTERIOR OF THE EXISTING BUILDING. WATER SOURCE \e e 0.16 22 O 1 LOT 10 ', t 41 WOOD POWER POLE 2 O ASPHALT ROADWAY) \ \ `` " RETENTION POND I INDIAN RIVER COUNTY UTILITIES WATERMAIN '*' SANITARY SEWER \ \\ \ SITE DATA (PHASE 111) \\ 20\ D. 8 BLOCK 585 1X FIRE HYDRANT MANH❑LE \\ \ , I , I "� TOP = 20.54 \ \`\\• \\ O NO ibP CA BASIN 1 I I SITE AREA = 131,380 SF = 3.02 Ac _ 100,0% TAX PARCEL I.D. NUMBER(S) �'"'* 4(I GATE VALVE \ o'�CN�\ TOP EL. = 0,23'-2X76 .23.64 I EXISTING CONCRETE AREA = 5,208 SF = 0.12 Ac 4.0% . � � co 20 LF OF 15'x21' ERCP 2 \\ ` SW INV, EL. = 17 94` 23 52 • CONCRETE (REMOVED) = 412 SF = 0.01 Ac = 0.3% 31-39-19-00001-0010-00001.0 E CATCH BASIN = �'" \ SK \\\ ` 17� PROPOSED CONCRETE AREA= 580 SF = 0.01 Ac 0.4% \ FND.A` NOTAL CONCRETE AREA = 5,376 -SF = 0.12 Ac = 4.1% WOOD FENCE TOP CATCH BASIN \ . \o \ 23.01 LR. NO ID. 7,370 SF = 0.17 Ac = 5.6% TOP EL. = 20,03' \ `oee e\\90.11 a 22.g1 _ _ \✓ EXISTING BUILDING AREA _ ING (REMOVED 0 SF = 0.00 Ac- SITE ADDRESS L SIGN NE INV, V. EL, - 17,571L. \ \ \ \ �f'` ti - - 'I I I �TOTABUILDL SB11lL1NG D NAif:AAREA y 1'305 S 0.32 Ac _ to. SEBASTIAN, FLORIDAD DRIVE ,,, # STREET LAMP / LAMP POST \ \\\ 20 \\\ ��a 0 g1 >v 1 = -\ \ EXISTING PAVEMENT AREA 12,995 SF = 0.30 Ac 9.9% 32958 �.e \ ej ` �8 2.5 ' { WOOD POWER POLE W/ LITE o� \\\ \ \\ems D--` 23.91 ii PAVEMENT (REMOVED) = 12,995 SF = 0.30 Ac = 9.99 '1. \ \ • PROPOSED PAVEMENT AREA= 31,856 SF = 0.73 Ac = 24.2% \°ee�oo ,22.63 ND.J� I I TOTAL PAVEMENT AREA = 131,856'SF = 0.73 Ac - 24.2% TRAFFIC STATEMENT ¢n SANITARY SEWER MANHOLE FQ' \ ore 0.16ee r �7 i.. # 4996 I , EXISTING STABILIZED AREA = 7,170 SF = 0.17 Ac 5.5% - _ C) ` LOT 11 STABILIZED (REMOVED) = 7;170 SF = 0.17 Ac _ 5.5% EXISTING ADT (CHURCH) 7.7 TRIPS/1,000 SF(5,060 SF) _ 39.0 TRIPS tY +2 \\\\ ? \\� LA0 LQ ` BLOCK 585 / PROPOSED STABILIZED AREA= 14,800 SF = 0.34 Ac 11.3% PROPOSED ADT (CHURCH) = 7.7 TRIPS/1,000 SF(8,645 SF) - 44.0 TRIPS01 TOTAL STABILIZED AREA = 14,800 SF = 0.34 Ac = 11.3% `I �\ \\ ,� p� I TOTAL IMP RXIOVS ,AREA 85,737 SF Ac 5t�.0 \ \ ®p LQ \ t = 1.5t TOTAL ADT 83.0 TRIPS TdTAL OP N AREA 65.+543 5F t . 1 Ac 50,0, CURVE TABLE (PLAT AND MEASURED) I CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE \\o \�° p2g \ ' t/ LEGAL DESCRIPTION " \ \\ \ \ FND \ BUILDING HEIGHT �� TRACT J, BLOCK 585, AND THE EAST 1/2 OF THE VACATED Cl 50.00 44.93 43.43 S 25`45 25 W 51`29 10 ®\ 20• LR. # 4996 1 C2 200.00' 71.66' 71.27' S 10'15'51" W 20'31'42" \\\\ \\\ / BUILDING HEIGHT = 35'-0" MAXIMUM CHERRY COURT RIGHT OF WAY ABUTTING WEST PROPERTY LINE lot SANITARY SEWE \\ C3 564.74' 305.23' 301.53' S 53'59'01" E 30'58'02" MANHOLE ,�01��\\ \ \�\\ LOT 12 \ ' / PER SEBASTIAN RESOLUTION R-00-14 SEBASTIAN HIGHLANDS TOP - 20.50 \ o e ` i SUBDIVISION, UNIT 17, AS RECORDED IN PLAT BBOK 8, PAGE INV, EL. = 15.27 \ ore \\\\ BLOCK 585 / , PARKING DATA (EXISTING) 46-46P, AS RECORED IN THE PUBLIC RECORDS OF INDIAN \\e`;\ \ \\\�p•43 ' PARKING REQUIRED RIVER COUNTY, FLORIDA. r>" \\ 20• e CHURCH = 1 SPACE/3 SEATS = 1 SPACE/3 SEATS(100 SEATS) _ �4 SP CE 'n TRANSFER STATEMENT + PARKING PROVIDED =L50 SPACE S x(48 STANDARD AND 2 HANDICAPPED) A TRANSFEREE DEVELOPER MUST ALSO ASSUME IN WRITING ON U A FORM ACCEPTABLE TO THE COUNTY ATTORNEY ALL "� 9 \\ \ \ \ COMMITMENTS, RESPONSIBILITIES AND OBLIGATIONS OF THE PRIOR PARKING DATA (PH Q A$E 1) DEVELOPER, INCLUDING ALL CONDITIONS OF SITE PLAN, APPROVAL o r AND ALL OBLIGATIONS, CONDITIONS AND REQUIREMENTS OF ALL PAR KIN G REQUIRED APPLICABLE DEVELOPMENT PERMITS (INCLUDING PERMITS FROM t \ o / CHURCH = 1 SPACE/3 SEATS ¢ \\eye o\e OTHER JURISDICTIONAL AGENCIES). = NO ADDITIONAL SEATS PROPOSED FOR PHASE I ui w / p u p c ' AND �' PARKING PROVIDED = 50 SPACES48 STANDARD AND 2 HANDICAPPED) `11- q 11 A S V PAVING, TE PLAN N SCALE - 1 - 40'-0"GRADING AND DRAINAGE SI PARKING DATA (PHASE il) ij / PARKING REQUIRED \\e\ ` + CHURCH = 1 SPACE/3 SEATS = 1 SPACE/3 SEATS(148 SEATS) = 50 SPACES ; FL � ti PARKING PROVIDED = SPACE (48 STANDARD AND 2 HANDICAPPED) L� 0 c, , , ❑ 1016 TE LC -t V \\,\ \\\ Nei e� R OW45 48 HOURS W,E� CALL TOLL FREE PARKING DATA (PHASE 111) PARKING REQUIRED RECEIVED.' 800 X32 4770 �D ED \ \\ \ \ \ \ CHURCH = 1 SPACE/3 SEATS SUNSHINE STATE ONE CALL 1 SPACE/3 SEATS(300 SEATS) = 100 SPACES JAN 3 12008 OF FLORIDA, INC. \ PARKING PROVIDED - f108 SPACE (104 STANDARD AND 4 HANDICAPPED) P & Z Growth Mgnt. 43 ' ill Q I I CHERRY COURT -� 50' RIGHT OF WAY C UNOPENED RIGHT OF WAY) I I DRAINAGE STRUCTURE SCHEDULE I CHEDULE / INVERT ELEVATION S BOTTOM NU LOT 19 - - I STR MBER E E NORTH ST WEST Ev DESCRIPTION � � ' BLOCK 586 I 22.40 , i I I I S9 80 19.30 TYPE EAC H " CATCH BASIN 22.40 19.00 19.00 18.50 TYPE "C" CATCH BASIN 22.80 19.50 18.50 18.50 18.00 TYPE "C" CATCH BASIN . 4 u-) (D 20.50 TYPE "C' CATCH BASIN I I I I ® 23.80 21.00 cv � _ _ „ ...... I - - - - - - - I LOT 2 LOT 3 LOT 4 LOT 5 - - LOT i BLOCK 585 BLOCK 585 BLOCK 585 BLOCK 585 I BLOCK 585 I ; I i �5 24.00 20.00 20.00 19.50 TYPE "C" CATCH BASIN © 20.50-I 0 0 18.00 17.50 TYPE "C" CATCH BASIN 0i w w O I 022MODIFIED TYPE "C" CATCH BASIN cV o I o I I .00 20.00 19.50 CONTROL STRUCTURE I m m z I LOT 18 BLOCK 586 PROPOSED SILT - - - - - - - - I FENCE LOCATI❑N I tiO !L I OVER HEAD D I CD I EXISTING POWER POLE I ti3' ELECTRIC I q I (TO BE RELOCATED) Ory F IRO'# 34 5 - �- N 90°00'00" W 377_57' (P) 377,46' JFN - .. o i / 23.97 I,R, NO ID. (t� f� `I i , i5' 8.r ,.... W ' 4.02 N g I I • V v/ W t� ?`? 7 s`-, ^ 0 2 80' 1 OO' ' ? 2 ' , ' ��3550 • 4.0'0 ' . 4 .. 4- 23.99 .2 1 12.96 i c9 O� �Q ' :' • 0 �4 cv ' st 23.63. .23.82 24' - -� 0z W O p1 CC)CL oc)`fir =/ ' N IfV .�7,L -- - - , O EXISTING h _ Z� LOT 17 "tt� ,' \•.. ,., ' •; "u it �'r. 42419 .24 4 ���_i I 10'X16' SHED L❑T 6 BLOCK 586 0 �� I 9oN ��,"h1 2400 w '"4 `I •L 2346 23.9 231 1 F.F. 2 ,23 BLOCK585 CHURCI41 4• 1 W n ND, 6 } '+ 24 �6 6. jETAL 'j�.15 I ti - - - - I J' ,�12 II 2.8 60 23.6 4 20 �, ADDITN POLE W ® n " - - - - i R. # t + s • I ( 8� �' F.F. 5.08' 19.79' I Z W Q II R7'BO • '' It''.� 76.39' ( I - ABANDONED f �s 1 • LLL �, t:T 54.16' I �, - - - - - - - - -- .- 'EA�T 1/2 ' ,'. :2 © 23,gg - I Z I ' 1 a ..p Q I �, or' "• n ' W W OF C ISR Y , �' 23�- w c� I :50 �' 7VE�l 23.0 Q • ''' I �, '.;t :. CONCRETE COURT 41 �p`L cn 2 00� ``}~ a ( � >'. w � �' 480, ' �a,00A . I I„+ BASKETBALL 24.26 °L� Q „0 2400 Q W to „ lob EXISTING ^I CURT cgI I cn _ ( s, ° 2�g9 `' u 4° + I� CHURCH ai •23';2'x•24 LOT 7 %' i z 'a '+ , y I BUILDING v� I _ LOT 16 I.R.NO ID. ' -' w �`� ( " 24.02 4.0 ni ' I i ' BLOCK 585 - co BLOCK 586 I` Q ,• I FF, - 25.08 r', 4.40 I �j r / .8a ( 'I' •'� ;n 5 i 52 2 J I / I ( , , I 24 SANITARY CLEANOUT J ice' 16' 2C' 25-' • ,� 2 16' �• 5 ::• '� k i INV• EL. = 3Ap, 24.28 I I a J - - - - - - I I t U° I t� tl / 4. L ^ `� ti� I t� .. ' e 4 20 4:5 10.92' METALS O ` 24111 I 0 V) j U = ( O'' S oo P .23.8 ,..22.8 q 0 1� 531 rim- 14" I -- -- -- -- Z , Q _ M ' 7�( f 9' f _ W --_-_-�.-_�-------------- ---� _____.. _ � ^� � / � ,.yti• ., , � I I IRR. BOX 22 80 �✓' �� 17 4 CJ 2" IRR. WELL 10°'13 4, N �/ ®® W W _--_zz - - _ I C .I Lo PR❑POSED 1 1 - ` \"�` 29't��1Rc5 # 5642 ` `�\ .� ` 7�. o co , •:.. 23.6 POLE :OZ ' ` ' 0 5.04 WATER SERVICE INES 1 LOT 8 LLJ I Q I --�.,- �` \ t 22 0 ti T ;. ,' BLOCK 585 L,J W 0 W 20-98 l Off' o , Q� 2 25 0. IW (Y z LTJ ? / � � �• � 2 18, �h� .. + • � 25.04 PROP❑SED 10 4- I � I � C9 06� 0 12 h� NQS . • 3 0 ': o o 3:5'6 CHURCH BUILDING s" (� I J _- - •� Aq 1 \ 4� +� ?�5.00 4 F.F. = 25.08' ° d END 6 PVC �� • \� \ S t +• 4' .o \\ e` 23So t4 o WATERMAIN ���:� gyp' ��.�. `i' 3 ... y o 4 �� o o 2 �, w2`� 25.04 I o L iI I Z to o to SANITARY SEWE ��� o��:. 9 '� 23: 3y '2+>. r•.v' 1z 2347 U I OU N MANHOLE \\\` ti . \ ��`\`, �� ` ti t o• o 2 y ,.. ''' 99.33 23 3$ TOP 20.98 0 I"" r �- �� \, 5 A. PROPOSED SILT 4C, , ' 4, rn '..� TRACT J t%° 24.28 ' FENCE LOCATI❑N Q i SITE LEGEND q BLOCK 585 r° EXISTING LIGHT P❑L �:`� � �� •1 .� � 25.04 1 I 3 I CTO BE RELOCATED) ���� \ LOT 9 "' '�, ' 4. 22.5NNW °` 30' Rl-1 STOP SIG �g0 BLOCK 585 20.5 PINE TREE CTYPICAL OF 5> °"MAP E L TREE 24' WIDE STOP BAR ���\Q\\ "' 22.35 PAINTED WHITE ` �\•� \ 0.4 _23.25 E E , 24.09 �. (TYPICAL OF 5) ���",\� \\ �` e" 5 ® 17" OAK TREE OVER HEAD ryo' \�\ \� , 22• + ELECTRIC \�\`\ ` `\\��0.31` 23.12 1- - - - - - - - - - - - I Y..� �o• PALM TREE MATCH BACK OF \Lu EXISTING CURB .,\\ 206 \`\\ ' 20.52273. © t3` 2375 r I I v/ 140. ELECTRIC BOX SITE CONSTRUCTION \ \ ,\ \\\ a t2 CD co /yr ENTRANCE (SE E DETAIL) o \ \\ \\�\ 20 82 PROPOSED RETENTI❑N LAKE ®wrn WATER METER SANITARY SEWER-'\\�\\\\17` WOOD POWER POLE MANHOLE \ \\ `\ \ \\ a e° I TOP = 20.54 \\ \` 0.16 LOT 10 \\ �' 20\ G 0 BLOCK 585 FIRE HYDRANT THUNDERBIRD DRIVE \ ��\\ `\\ NO IIj TOP CATCH BASIN 4' 23 64 ® GATE VALVE 50' RIGHT O F WAY \ 'k�\\ \� F 22'76 SW INV. EL 0=2 17.9 \`tp \�`N & sK `\\ ` 72 INSTALL 12' CMP AT 23.62 ■ CATCH BASIN C 2 0 A S P H ALT ROADWAY) A`�� 1. INE EL. = X8.00' FND.J' \ `\ 2�.G I.R. NO ID. WOOD FENCE 20 LF OF 15'x21' ERCP \ \ ` \�\ 0110. SIGN TOP CATCH BASIN /,y I # TOP EL. = 20.03' STREET LAMP /LAMP POST `�� � `�\ "�� ®° r, 20.81 sC� � • SW INV. EL. = 17,39' "� lbk\ \\ ` N \� N WOOD POWER POLE W/ LITE NE INV. EL. = 17.57' �yo°� \`\ \ \\i 0 a `s 23'g1 ND. ' i GQ \ \`\\ °\`\\3 gyp ` 6 I. # 4996 / lI ® SANITARY SEWER MANHOLE ti� \\`\\ 010 r F r rro eel LOT 11 / ®�\\\\ BLOCK 585LL- CURVE TABLE (PLAT AND MEASURED) I CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE \\ \\\ 0 29 \ ' S 25°45'25" W 51'29' 10" \`20.\ LRD # 4996 ` C1 50.00 44.93 43.43 " " C2 200.00' 71.66' 71.27' S 10'15 51 W 20'31 42 SANITARY SEWE C3 564.74' 305.23' 301.53' S 53'59'01" E 30'58'02" MANHOLE o` \�` LOT 12 ' TOP = 20.50 ry e\ `�\ \ BLOCK 585 INV. EL, = 15.27 043 / ' c, Z F- W 0 (PHASE Illi PAVING, GRADING AND DRAINAGE SITE PLAN N SCALE = 1" - 40'-0" ❑ AAWNJ BbWLES FL FE f5M El RoaERT a LEON FL PE fW45 48 HOURS BEFORE DIGGING \ CALL TOLL FREE \ SHEET 1-800-432-'477C2 0 SUNSHINE\\ \\ STATE ONE CALL OF FLORIDA, INC. \ \�\ \\� \ � OF 07-439 a I I , CHERRY COURT _ - -- - -- - - - - - - - - - \ t I I TREE PROTECTION NOTES: I ! UNOPENED RIGHT ❑F WAY ) t • . 5 0 RIGHT ❑ F WAY \ U N 1 • ALL TREES RETAINED ON A SITE SHALL T PROTECTIVELY i I BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. I \ _ _ I ; 2. UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND - - - - - - - - - - - -- EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. \ I 3. INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO LOT 19 \ \ 1 \ I CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. BLOCK 586 I I I I I 4. FENCE/BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TREES OR GROUP OF TREES TO BE PRESERVED. FENCE I SHALL BE MAINTAINED DURING CONSTRUCTION. -- - --L❑T 2 LOT 3 LOT 4 LOT 5 I I \ LOT i I I I BLOCK 585 I BLOCK 585 BLOCK 585 BLOCK 585 BLOCK 585 ' i I I I I I I 6'_0., I I PLACE LOT 18I I I PLACE BLOCK 586 i I I I I EDGE PAVEI I I I EXISTING TREE TRUNK EXISTING TREE TRUNK DIAMETER VARIES OVER HEAD I I I i I DIAMETER VARIES ELECTRIC I I FND.� I.R. # 34 5 _ _ _\ — _ 9O°00'00" 3_77.57' _ 377,46' ) _ — _ — _ _ — _ _ _ — _ — _ _ — _ —4' HIGH — — — FN " SAFETY FENCE ORANGE PLASTIC 3 ^ LR. NO ID. cu 00 1 I I R'+ .. - / 0 I EXISTING I' ,' j � - , I T / �xL- J > 10'X16' SHED LOT 6 I 6'-0" LONG METAL U -POSTS 17 LOT 17 0 ( C!jn - BLOCK 586 0 i '•,� 1 F.F. - 24.23 BLOCK 585 I 4 PLACED 4' ON CENTER 4' HIG d I I CHURCH 1 t `° o ; PLACED AT TREE DRIP LINE OR AT SAFET ADDIT N > I I J EDGE OF EXISTING/PROPOSED F,F.08' PAVEMENT (AS REQUIRED) ' ( ^� ' _-,� +., w,,. 6"METAL 1 I i — — — — — — EXISTING GRADE ABANDONED 1 I j�.,_�'' °'. ,.::•j 76.39' ` - \ I �-_- 54.16' 1 - - - ; - - - - - - - t 1111-11111- 1111-11111= II11=1111= IIII =11111 I((I�llill = (111=111111111111111 '-E-AST 1/2cu ''' ' i I ''; I =11111=Illi,-11111-IIII; 11111=IIII Ilill-llil� 11111=11111=11111=1111 =111N-11111 OF C�€ R ;� CONCRETE 1 t ELEVATION PL COURT I I I ,.' 1' o. Imo. '� ; �m EXISTING ',E' BASKETBALL > '. �,_t-r I� CHURCH N, I } N.T.S. LOT 16 F D•' I .'' ' . ' ! .. '' I BUILDING m, BL❑CK 585 Q I TREE PROTECTION BARRIER DETAIL BLOCK 586 No 1>� 1 1 1 ;1 c _ I F,F. - 25.08 / Q� ''. ( I .. . 4 I .I. r• . 't •'.. N.T.S. LANDSCAPE LEGEND o i / Q o 1 ( i •., , • � •, �•' : 40,92' Z I I I l' \ i .F 3 I EXISTING TREES / 7 �.. ..+ I I ' I i� 53.19' 10" 1 METAL dS - - - - - - - - = I 10" 10" ' r ,,g .,` LE 1 p I I O EXISTING PINE TREE o EXISTING OAK TREE �! I ( :' s4•.. _ ,T.: _,.�s'� 14 > 1 � AND SIZE AND SIZE 0 IRR. BOX ' � °: ~•-' I . O UAW 10" � �; WELL 0zz:ILO Cl1 I ` _��� .� SET.5/ ` ,' '• POLE ,0.' . i I loll O18' OAK ---`..�.,LR,c. # 5642 � • .�• o •` � i� LOT 8 W I W I EXISTING MAPLE TREE • EXISTING TREE TYPE f ��BLOCK 585 LLJ 0 AND SIZE AND SIZE '•r � I Z I (TO BE REMOVED) PROPOSED o ~ Li CHURCH BUILDING ' l o I CL I s" 1 I ' " 0" EXISTING PALM END 6' PVC \ \ ` q� F.F. = 25.08' 0 14• CD o I AND SIZE WATERMAIN \\ �e`` 7 z CD - - L i PROPOSED CANOPY SANITARY SEW ���� \ ���� \ ''', ' MANHOLE \ `�`` \ `:�." �` \ " •� 1..) 1 I LIVE OAK (20) * -I- ( ) �`� t ,��. \ DAHOON HOLLY 12 -�- TOP = 20.98 ���\ \. ��. 1 Q I I QUERCUS VIRGINIANA 1T I Q I G (12 MIN. PLANTING) ` ;I ) TRACT 1 I (12 MIN. AT PLANTING) _ BLOCK 5 8 5 I 3 (2 CALIPER) (2" CALIPER) ���` ��.` .• ..''' "„' LOT 9 . ' 22.5 I BLOCK 585 I (,_ I ^ ' -r - -�``�' — 20,5 SOUTHERN MAGNOLIA (6) l EXISTING 6' PVC WATERMAIN MAGNOLIA GRANDIFLORA ) �;\ (12' MIN. AT PLANTING) /� �\� (2 CALIPER) OVER HEAD Nom,\ \ ` 8' 7• I ELECTRIC \%` THUNDERBIRD DRIVE � PROPOSED SHRUBS (NATIVEI I ���` �`�` s" - 12" I I CD I F/M//// I RED TIP COC USLUCAC050) * -{- °ill) =11111-11111= (I __II 50' RIGHT ❑ F WAY \ �\ 1 I CHRYSOBALAN \ `�` \��\ ` PROPOSED RETENTION LAKE 1 i I (24" MIN. AT PLANTING AND 24" O.C.) <20 ASPHALT ROADWAY) \.�, \ �� I SANITARY SEWER \ LOT 10 I NATIVE SPECIES MANHOLE �.`\ ` �\\ s' BLOCK 585 I I I ��� SILVER BUTTONWOOD (540) * -I- `�\ \\\ , 1 I I COMOCARPUS ERECTUS VAR. SERICEUS -I- DROUGHT TOLERANT TOP = 20,54 \ T BASIN 1 t 24" MIN. AT PLANTING AND 24" O.C.) E = 0,23• 20 LF OF 15'x21' ERCP '� sK \ NV. EL, = 17,94' TOP CATCH BASIN\. \\\ , `\` ` �o p IRDND ID. TREE P - --- - _ i LANDSCAPE DATA TOP EL, = 20,03' \ \ `\ U` - _ _ ' I N.T.S. SW INV, EL. = 17.39' NE INV. EL. = 17.57 TREES ALONG THUNDERBIRD DRIVE \ \ cPo I nl. \\ \\\1 ` (1 TREE/25 LF) 425 LF = 17 CANOPY TREES O a- N M d «') CO 00 R a, W W o I N C) METAL U -POSTS Q wll N CENTER O 'REE DRIP LINE OR AT STING/PROPOSED kS REQUIRED) CO) 2 0 Z00 � a n� IGE PLASTIC W — a N W Q t� n Z 'A vX VJ 0 4 �0�_ Zz,Qd _Wca VIEW Lu IX Lu N T.S. Z Q M i� N G -1 I"1c �Q LL c'j� �_�_ z i W UJ rl m PLACE RUBBER HOSE ON WIRE AT ALL POINTS U W w OF CONTACT WITH TREE J Z 0 LU PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS), 3 W wz OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL O DISTANCE AROUND TREE ABOVE FIRST LATERAL m Z = BRANCH AND 6-9" FROM TOP OF STAKE. F Q J � REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL IF APPLICABLE O Z 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) 0 N FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE 2"x2"x10' WOOD STAKE DRIVEN 3' BELOW GRADE Z Q �/� j VJ -� CL PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT W r BALL PLUS 6" FOR SETTING LAYER OF COMPACTED W 0 BACKFILL, PLANTING PIT WIDTH SHALL BE TWICE THE �i DIAMETER OF ROOT BALL Q BACKFILL AROUND ROOTBALL AS SPECIFIED �U PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY � V♦ Q HIGHER THAN FINISHED GRADE 0. ® z PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ON 6" LAYER OF COMPACTED BACKFILL 'z ITING DETAIL Q J \\ \ \\ �s s `i;�O_ IND # 4996 j ' 2. TREES ALONG NORTH PROPERTY LINE LOT it (1 TREE/35 LF) 378 LF = 11 CANOPY TREES tr BLOCK 585 r' OO 3. TREES ALONG EAST PROPERTY LINE ( �+ (1 TREE/35 LF) 511 L = X? 3 MULCH CYPRESS MULCH SHALL NOT BE UTILIZED) F 15 CANOPY TREES FORM SAUCER WITH 3" CONTINUOUS EARTHEN ` 4. TREES ALONG WEST PROPERTY LINE - RIM AROUND PLANTING HOLE J� (1 TREE/35 LF) 190 LF - 6 CANOPY TREES ND. \ \ ' / PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT \ \ \ \ \ I.R. # 4996 SANITARY SEWE \\`\\ \ \\\�\ \ \ ' BALL. PLANTING PIT WIDTH SHALL BE TWICE THE Q 5. INTERIOR LANDSCAPING = 1 TREE/5 SPACES(108 SPACES) = 22 CANOPY TREES DIAMETER FOR ROOT BALLS 2' AND UNDER OR MANHOLE LOT 12—III - 2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'. TOP = 20,50 \ \ BLOCK 585 i tEffis_, p.• -;:� ... _ 1 INV, EL, = 15.27' \��`` `�\\ \ ( / )( ) - 6. NON -VEHICULAR OPEN SPACE = 1 TREE 2,000 SF 32,280 SF = 17 CANOPY TREES; BACKFILL AROUND ROOT BALL BY MIXING 1 /3 \\ \\\ \ 1111 _.; �., ' c PREPARED PLANTING SOIL AND 2/3 EXISTI G SOIL J f ' _III •...:; _ 7. TOTALS = f I E 11— I E = I I _— I co PLANT Z TOTAL TREES REQUIRED = 88 CANOPY TREES ij=11111-11111-11111—IIII (i, GRADE TOP OF ROOT BALL EVEN WITH FINISHED \\ TOTAL TREES EXISTING = 50 CREDITS • — I i (1=1111 •=11111= - U �,s N EXISTING t'iCC PRESERVATION TABLE �p\ \\ \ `\\\ \ / TOTAL TREES PROPOSED = 38 CANOPY TREES PLACE ROOT BALL AT BOTTOM OF PLANTING PIT m TOTAL TREES PROVIDED = 88 CANOPY TREES ON UNDISTURBED SUBGRADE SIZE CREDIT NUMBER TOTAL a W to LL 0 2" TO 4" 1 0 0 \ SHRUB/GROUNDCOVER PLANTING DETAIL 5" TO 10" 2 5 10 << \\`` \\\�` \' LANDSCAPE NOTES M N.T.S. W U 3 9 27 1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE 11" TO 20" __- APPLICABLE PROVISIONS OF THE CITY OF SEBASTIAN LDR'S. > 20 5 \ `�` \� 2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF 3" PALMS 1 8 8 \ \�\ ` WITH A BARK OR SHREDDED ORGANIC MATERIAL MULCH. � TOTAL TREE CREDITS = 50 \\\\ \ � � 3. ALL LANDSCAPED AREAS SHALL BE 100 IRRIGATED WITH AN AUTOMATIC SPRINKLER SYSTEM. I I ❑ AARW %A BORLES i'� 4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES FL f'1'= 0M (PHASE 111AND/OR SHRUBS SHALL BE FULLY SODDED.El ROaERTE LEON FL' FE 004745 LANDSCAPE PLAN N \\��\ \ 5. ALL LANDSCAPE MATERIALS SHALL BE FLORIDA NO. 1 OR BETTER \ AND FREE FROM PESTS AND DISEASE.SW SCALE = 1" = 40'-0"� \`�\ \\\\ \ 6. ALL SHOCKED LANDSCAPE MATERIALS (LEAFLESS, MOSTLY LEAFLESS) WILL NOT BE ACCEPTED AS FLORIDA NO.1 MATERIAL. ALL REQUIRED 48 HOURS BEFORE DIGGING MATERIAL MUST MEET FLORIDA NO. 1 STANDARDS AT THE TIME OF CALL TOLL FREE CERTIFICATE OF OCCUPANCY INSPECTION. 1 800-8432-4770 Q;3 SUNSHINE STATE ONE CALL, OF FLORIDA, INC. OF 5 07-439. M I n 0 -1/2" TYPE 5 -1 ASPHALTIC CONCRETE ON5TKUCT 6" COQUINA OR 6" 6" LIME ROCK 15A5E COMPACTED '( TO 98% MAX. DRY DENSITY II PER AA5HTO T-160 METHOD, \ \ LBR 100 `-STABILIZED 5U156RADE MIN, DEPTH OF 8", COMPACTED TO 96% MAX. DRY DENSITY PER AA5HTO T-180 METHOD, MIN, FBV 50 P51. MIX TO HOMO&ENOU5 MIXTURE. FLEXIBLE PAVEMENT SECTION N.T.5. 5AW -GUT AND TACK GOAT EX I5T INC EDGE f - O" EXISTING ASPHALT j PROPOSED ASPHALT PAVEMENT r ..1r�t"4i "4; 'i'•:e L' �. �,:•«"yea r•! �;'`:'r `.t Illll EXI5TIN& BASE PROPOSED BA5E EXI5TIN& 5U0-&RADE PROPOSED 5UB-6RADE PAVEMENT SAW -CUT AND BUTT JOINT N,T.S. 5" UNREINFORCED CONCRETE (F'C"3000 P.5.1.) dA , a o 6" 5TA51L1ZE0 5U15-&RADE FBV OF 50 P5.1. COMPACTED TO 981.' MAX. DRY DENSITY PER AA5HT0 r-186 METHOD MIX TO HOMO&ENOU5 MIXTURE. CONCRETE PAVEMENT SECTION NT 5 (ALTERNATE) MATCH EX15TIN& GRADE 5AW - GUT EX I5T IN& A5PHALT AT 5AW -CUT EX 15T IN6 PROPOSED ASPHALT CONCRETE PAVEMENT \ \ \ \ \ \ 5UBB&KADE PAVEMENT SAW -CUT AND BUTT JOINT N.T.S. (ALTERNATE:) SK #4 DOWEL-- Oi 5 SECTION PRE -CAST CONCRETE WHEEL STOP DETAIL N.T.S. 51-01, 1-1/2" TYPE 5-1 ASPHALTIC,- CONCRETE SPHALTICCONCRETE SLOPE 1 PLAN W ,® A SLOPE ! PLAN X. d x k x . , x' , x 6X6 10/10 WWM 1#4 BAR CONT. 14 I 6" LIMEKOCK OR COQUINA MIN. IN. 6" STABILIZED 5UB-GRADE CONCRETE SIDEWALK DETAIL N.T.S. 5,-o" SLOPE / PLAN ��G • -x•• .'x. •, Xe. ®^ .•X P. X® 6X6 WI.4/W1.4 WWF CONCRETE SIDEWALK DETAIL N.T.S. 0 EROSION AND SEDIMENTATION GONTKOL NOTES iPRIOPERTY #4 DOWELS FOR ANCHOR INC, 19.7' 12 REQUIRED) � 4' -0" PK045ED DRIVEWAY 6 - 0" EX 15T INC FRONT ELEVATION SK #4 DOWEL-- Oi 5 SECTION PRE -CAST CONCRETE WHEEL STOP DETAIL N.T.S. 51-01, 1-1/2" TYPE 5-1 ASPHALTIC,- CONCRETE SPHALTICCONCRETE SLOPE 1 PLAN W ,® A SLOPE ! PLAN X. d x k x . , x' , x 6X6 10/10 WWM 1#4 BAR CONT. 14 I 6" LIMEKOCK OR COQUINA MIN. IN. 6" STABILIZED 5UB-GRADE CONCRETE SIDEWALK DETAIL N.T.S. 5,-o" SLOPE / PLAN ��G • -x•• .'x. •, Xe. ®^ .•X P. X® 6X6 WI.4/W1.4 WWF CONCRETE SIDEWALK DETAIL N.T.S. 0 20' 25' &RA55 , PKOP05ED &KEEN PARKIN& DRIVEWAY AREA 1-110PERTY LINE 20' 2' 14'1 V 6KA55 /BEEN PARKIN& f;�EA FULLY SOD SIDE SLOPES 23.00 MATCH EX 15T IN6 GRADE 6 MAIC. 5EGT I ON C - G KTs. PKOfpEKTY LINE 8' VARIES 8 16' 10' 5TOKMWATE9 MAAA(7EMENT TR,`CT FL LY 5 )D 5TOKMWATEf . MATCH EXISTING TRACT AND SLOPES I &RADE 22.5 t 22.5 23.0 � 20.5 1� 1 �1 4 20.5 4 5EGT I ON E - E N.Ts. I4'-5" 3'-4" 0 2'-0" 114 ADS N-12 OUTFALL PIPE - 00 �- _ ---H.S. 20 =TRAFFIC GRATE w it // M = 5L PIPE • °0 RAINAOE -�--_ 1 n-" FOR PXV. COMPACTED SUBGRADE PLAN Sar,_,= 12" GRAVEL SUMP FW_ -CAST TYPE 'C' CATCH BASIN N.T.S• _ HANDICAPPED PARKING 516N PER FTP -26 BLUE \ WHITE. 1M -1I TE 11AI- 12" R �a !vT Fav, / LOCATE SIGN AT CL (' •100 flWf (� AND HERO OF EACH HANDICAP STALL. SIGN / ON EACH SIDE OF PIPE WHERE APPLICABLE r) ` 2"X2" STEEL TUBE EXTENDED INTO CONC, FILLED PIPE. A i N H 12" DIA. CONCRETE FOUNDATION 6" BELOW FROST LINE FEET b'� 6" 6'= 6" MIN. BELOW FIN. GRADE) NOTES- 1. TOP PORTION OF FTP 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH REFLECTIVE 5YM150L AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACK&ROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 15 FOR U5E IN AREA5 WHERE 5PACE 15 LIMITED. 4. HE16HT 5HALL BE 7 FEET MEASURED FROM THE &ROUND OR 51DF-WAI-K TO THE BOTTOM OF "PERMIT ONLY" 516N OR 6 FEET TO THE BOTTOM OF $250 FINE" 516N. 22 PROPOSED DKIVEWA GREEN AREA 5EGT I ON UTZ. 25' / PROPOSED DRIVEWAY 6KEEN AREA 5EGT I ON KT3. PROPERTY Y EROSION AND SEDIMENTATION GONTKOL NOTES iPRIOPERTY 14.3' 1 19.7' � PK045ED DRIVEWAY EX 15T INC CON5TKUCTION ACTIVITIES CAN RESULT IN THE &ENEKATION OF 516NIFICANT ROADWAY .0 ,5q� 7.7% I SLOPE 23.00 4 6 -_ ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATEK5 15 SEDIMENT DUE TO 5EGT I ON A - A lLTs. 20' 25' &RA55 , PKOP05ED &KEEN PARKIN& DRIVEWAY AREA 1-110PERTY LINE 20' 2' 14'1 V 6KA55 /BEEN PARKIN& f;�EA FULLY SOD SIDE SLOPES 23.00 MATCH EX 15T IN6 GRADE 6 MAIC. 5EGT I ON C - G KTs. PKOfpEKTY LINE 8' VARIES 8 16' 10' 5TOKMWATE9 MAAA(7EMENT TR,`CT FL LY 5 )D 5TOKMWATEf . MATCH EXISTING TRACT AND SLOPES I &RADE 22.5 t 22.5 23.0 � 20.5 1� 1 �1 4 20.5 4 5EGT I ON E - E N.Ts. I4'-5" 3'-4" 0 2'-0" 114 ADS N-12 OUTFALL PIPE - 00 �- _ ---H.S. 20 =TRAFFIC GRATE w it // M = 5L PIPE • °0 RAINAOE -�--_ 1 n-" FOR PXV. COMPACTED SUBGRADE PLAN Sar,_,= 12" GRAVEL SUMP FW_ -CAST TYPE 'C' CATCH BASIN N.T.S• _ HANDICAPPED PARKING 516N PER FTP -26 BLUE \ WHITE. 1M -1I TE 11AI- 12" R �a !vT Fav, / LOCATE SIGN AT CL (' •100 flWf (� AND HERO OF EACH HANDICAP STALL. SIGN / ON EACH SIDE OF PIPE WHERE APPLICABLE r) ` 2"X2" STEEL TUBE EXTENDED INTO CONC, FILLED PIPE. A i N H 12" DIA. CONCRETE FOUNDATION 6" BELOW FROST LINE FEET b'� 6" 6'= 6" MIN. BELOW FIN. GRADE) NOTES- 1. TOP PORTION OF FTP 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH REFLECTIVE 5YM150L AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACK&ROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 15 FOR U5E IN AREA5 WHERE 5PACE 15 LIMITED. 4. HE16HT 5HALL BE 7 FEET MEASURED FROM THE &ROUND OR 51DF-WAI-K TO THE BOTTOM OF "PERMIT ONLY" 516N OR 6 FEET TO THE BOTTOM OF $250 FINE" 516N. 22 PROPOSED DKIVEWA GREEN AREA 5EGT I ON UTZ. 25' / PROPOSED DRIVEWAY 6KEEN AREA 5EGT I ON KT3. PROPERTY Y EROSION AND SEDIMENTATION GONTKOL NOTES LINE GENERAL NOTE5 CON5TKUCTION ACTIVITIES CAN RESULT IN THE &ENEKATION OF 516NIFICANT i. CONTRACTOR BS RESPONSIBLE FOR GHEGKIN& ACTUAL SITE AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR GROUND WATERS. 4 6 CONDITIONS BEFORE STARTING CONSTRUCTION. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATEK5 15 SEDIMENT DUE TO EROSION. EXGE551VE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES �/ GREEN /r 2. G gR ANY DISGREPANGIES ON THE DRAWINGS SHALL BE BROU&HT TO OF FLOODPLAIN5 HAVE BEEN SHOWN TO ADVEK5ELY AFFECT THEIR PHYSICAL, EA THE ATTENTION OF THE ENGINEER BEFORE COMMENGINC, WORK. BIOLOGICAL AND CHEMICAL PROPERTIES. TRANSPORTED SEDIMENT CAN 6155TKUCLT STREAM CHANNELS, REDUGE HYDRAULIC, CAPACITY OF WATER BODIES FULLY 5OD 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS OF FLOODPLAIN5, REDUCE THE DE516N CAPACITY OF CULVERTS AND OTHER SIDE 5LOPE5 BEFORE COMMENCING WORK. WORKS, AND ELIMINATE BENTHIC INVERTEBRATES AND FISH 5PAWNINCV MATCH EX15TiN& I SUB5TKATE5 BY SILTATION. EXCESSIVE SUSPENDED 5EDIMENT5 REDUCE 24.00 GRADE 4• CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. A � EXISTING UTILITIES, THE CONTRACTOR SHALL CONTACT ALL MINIMUM STANDARDS �54 CONCERNED UTILITIES AT LEA5T 48 HOURS IN ADVANCE FOR 1 L- CONSTRUCTION OPERATIONS. 1, SEDIMENT BA51N AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS 6 MAr. 5. NO FIELD GHANC7E5 OR DEVIATIONS FROM DESIGN TO BE MADE AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE WITHOUT PRIOR APPROVAL OF THE ENGINEER. CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UN5LOPE LAND DISTURBANCE 6. ALL CON5TKUCTION SHALL BE COMPLETED IN ACCORDANCE WITH TAKES PLACE. °- a c'; to � 0 cn THE APPLICABLE ORDINANCES OF CITY OF 5EBA5TIAN, FLORIDA. 2, ALL SEDIMENT CONTROL MEA5UKE5 ARE TO BE ADJUSTED TO MEET FIELD A CONDITIONS AT THE TIME OF CONSTRUCTION AND 6E CONSTRUCTED ° 7. BOUNDARY AND TOPO&RAPHIG INFORMATION PREPARED BY DANIEL PRIOR TO ANY 6KADIN& OR DISTURBANCE OF EXI5TIN6 SURFACE W. TALBOTT V. ALL ELEVATIONS ARE PER BENCHMARK MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS REFERENCED ON THIS SURVEY.5HALL BE C,ON5TRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING m mo 3: PRIOPEKTY OR FLOATING ON TO ADJACENT PROPERTIE5. rn � �" � -� o p LINE 8• REFER TO 5011-5 REPORT PREPARED BY K5M ENGINEERING AND Q `� N = TE5TIN6, INC., FOR EXISTING SOIL CONDITIONS. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL &RADE 15 REACHED h Q :2Q Q 9. CONTRACTOR 5HALL SUPPLY DENSITY TE5T5 TO ENGINEER ON ALL ON ANY PORTION OF THE SITE. TEMPORARY 501L STABILIZATION O m Ill Q 5UB-&RADE AND 15A5E. TE5T5 SHALL BE PREPARED PER A5HTO 5HAL1- BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREA5 THAT MAY i ir T-180 METHOD. NOT BE AT FINAL &RADE BUT WILL REMAIN UNDISTURBED FOR LONGER &KASS CAREEN THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO PARKIN& PTEA 10. SLOPE &RAPES FROM ELEVATIONS SHOWN TO EXI5TIN& GRADE AT AREAS THAT ARE TO BE LEFT UNDI5TURBED FOR MORE THAN ONE YEAR. FULLY 50D SIDE SLOPES it. PROPERTY LINE, BE 4. DURING CONSTRUCTION OF THE PROJECT, 501L STOCKPILES 5HALL BE 5TA61LIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE W t- MATCH EXISTIN& ENGINEER SHALL NOTIFIED AT LEAST 48 HOURS IN ADVANCE APPLICANT 15 KE5PON5115LE FOR THE TEMPORARY p GRADE 22.80AL_ FOR ANY IN5PEGTION. PROTECTION AND j os� PERMANENT 5TABILIZATION OF ALL 501L STOCKPILES ON 51TE AS WELL 12. CONCRETE PAVEMENT ALTERNATE SHALL BE PROVIDED WITH AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. CONTRACTION JOINTS (20' MAXIMUM 5PAGIN&) WITH 1-1/2" DEPTH. 5. A PERMANENT VEGETATIVE COVER SHALL BE E5TABL15HED ON DENUDED ® (t� 0 co M m 0 O ! 13. CONGKETE PAVEMENT ALTERNATE 5HALL BE PROVIDED WITH A VE&ETATION SHALL NOT BE GON5IDEKED E5TABLI5HED UNTIL A &ROUND ? �. O1 PIGMENTED LIQUID MEMBRANE GUKIN& COMPOUND CONFORMING COVER 15 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15 46 TO THE REQUIREMENTS OF ASTM DESIGNATION (309). UNIFORM, MATURE ENOU&H TO SURVIVE AND WILL INHIBIT EROSION. Lr „ D - D 14. ALL TRAFFIC CONTROL DEVIGE5 SHALL BE IN AGCOKDANGE WITH 6• 5TA15IL-IZATION MEASURES SHALL BE APPLIED TO EARTHEN 5TRUGTURE5 W �.°I h R M.U,T.G.D. STANDARDS, SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER t% IN5TALLATION. Q X 15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA 'STANDARD n Z ILI DEPARTMENT TRANSPORTATION SPECIFICATIONS FOR 7. SURFACE RUNOFF FROM DISTURBED AREAS THAT 15 COMPRISED OF FLOW -(h G LL KI ROAD AND BRIO&E CONSTRUCT ION", LATEST EDITION. FROM DRAINAGE AREAS &KEATEK THAN OR EQUAL TO THREE ACRES SHALL 0 0 =, DE CONTROLLED BY A SEDIMENT BA51N. THE SEDIMENT BAS tN 5HALL 4 p 16. ALL PARKING SPACE MAKKIN&5, WITH THE EXCEPTION OF THE BE DE516NED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED Z HANDICAPPED PARKIN& SPADES, SHALL BE MARKED IN WHITE SEDIMENT LOADIN& FROM THE LAND-D15TUR61N& ACTIVITY. THE RETRO -REFLECTIVE TRAFFIC PAINT AND IN ACCORDANCE WITH OUTFALL DEVICE OR SYSTEM DE516N 5HALL TAKE INTO ACCOUNT THE ® W 06 THE FLORIDA DEPARTMENT OF TKAN5PORTATION (F.D.O.T.) STANDARD TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE 6A51N. 0 o 5PEGIFIGATION5 FOR ROAD AND BRIDGE CONSTRUCTION, LATEST (n EDITION, SECTION 710.V $. AFTER ANY 516NIFlCANT RAINFALL, SEDIMENT CONTROL 5TRUGTURE5 M 17. ALL HANDICAP PARKIN& 5PAGE5 5HALL BE PROPERLY St&NED AND WILL BE INSPECTED FOR INTE&KITY. ANY DAMA&ED DEVICES 5HALL BE CORRECTED IMMEDIATELY. Z N MARKED IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC N DESIGN STANDARDS INDEX NO. 17346, 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN GUT OR FILL 5LOPE5 J os G la M la UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT OJ 18. ALL PARKIN& STRIPES WITH THE EXCEPTION OF HANDICAPPED CHANNEL, FLUME OR SLOPE DRAIN 5TRUGTURE. ® Q 5PAGE5 5HALL 6E 4" WIDE, WHITE REFLECTIVE TRAFFIC, PAINT. Q M° "COMPACT" 10. WHENEVER WATER SEEPS FROM A 5L -OPE FACE, ADEQUATE DRAINA&E OR 0 U : 19. ALL COMPACT SPACES SHALL BE MARKED ON THE STALL OTHER PROTECTION 5HALL BE PROVIDED, OR TIRE STOP. Z ; i a 11. SEDIMENT WILL BE PREVENTED FROM ENTEKIN& ANY STORM DRAIN O UJI m SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE U1 GRASS HYDROSEED MADE OPERABLE DUKIN& CONSTRUCTION 5HALL BE PROTECTED 50 THAT uj '. 0 W 0 5EDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST DEW& FILTERED OR OTHERWISE TREATED TO REMOVE W ut W > -GONTKOL 5TRUGTURE 5EDIMENT. J 4 w MODIFIED TYPE C - INLET q" 12. 6EFOKE TEMPORARY OR NEWLY CONSTRUCTED 5TOKMWATEK CONVEYANCE � W 0 A Aalb ah, A A & AdAb LA A A A AA all -iii, db db AdbCHANNEL5 AKE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ® W> &RATE EL a 22.0 ANY REQUIRED TEMPOKAKY OR PERMANENT CHANNEL LINING SHALL BE Q 1 INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING m O 4" PRECAST NO�,J-1 CHANNEL. Z = INV. EL. 6 21.50'J \ 13. WHEN WORK IN A LIVE WATEKCOUK5E 15 PERFORMED, PRECAUTIONS . O r 12'4 ADS - SHALL BE TAKEN TO MINIMIZE ENGKOACHMENT, CONTROL SEDIMENT o to ' N -12 CONSTRUCT 4" COQUINA OR TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATE5T EXTENT O Z EXISTING UNDISTURBED SOIL LIME ROCK BASE COMPACTED POSSIBLE DURIN& CONSTRUCTION NONERODIBLE MATERIAL 5HALL BE C 0 N TO 96% MAX. DRY DENSITY U5ED FOR THE CONSTRUCTION OF GAU5EWAY5 AND COFFERDAMS. PER AA5HT0 T-160 METHOD, EARTHEN FILL MAY BE USED FOR THESE 5TRUGTURE5 IF ARMORED BY LBR 100 NONERODIBLE COVER MATEKIAL5. I INV. El-. " 20,Qf,,�',$ 14. WHEN A LIVE WATEKCOUK5E MUST BE CK055ED BY CONSTRUCTION VEHICLES, A TEMPORARY STREAM CR0551N& CONSTRUCTED OF ( i 1. THE PKOP05ED STABILIZED PARKIN& LOT WILL BE USED A5 OVERFLOW NONERODIBLE MATERIAL SHALL BE PROVIDED. fir/ PARKING ONLY AND WILL NOT BE SUBJECT TO CONTINUOUS TRAFFIC, FLOW.' NipW " CHAKACTERI5TICALLY, THE TYPE OF VEHICLE U51N& THE LOT WILL BE 15. THE BED AND BANK5 OF A WATEKCOUR5E SHALL BE 5TA15ILIZED STANDARD SIZE AND COMPACT PASSENGER GARS AND FAMILY TYPE VANS. IMMEDIATELY AFTER WORK IN THE WATEKCOUK5E 15 COMPLETED. z COMPACTED SUB&RADE TURNOVER TIME WILL BE PRIMARILY BE FROM FOUR TO S{X HOURS. 12" &RAVEL SUMP 2, THE LAWN MAINTENANCE SERVICE WILL KE6ULAKLY MOW AND TRIM THE PERIODIC INSPECTION AND MAINTENANCE N5 ALL SEDIMENT CONTROL C,� PLAN SECTION 5TRUGTURE5 MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS own GRASS ON THE SURFACE OF THE PARKING LOT. WILL BE THE ACCOMPLISHED. THE DEVELOPER, OWNER ANP/OK CONTRACTOR SHALL pE F - TO POLLUTION RETARDANT BAFFLE ATTGHED RESPONSIBILITY OF THE GALVART BABTIST CHURCH TO RESTABILIZE CONTINUALLY KE5PON51BLE FOR ALL SEDIMENT LEAVIN& THE PROPERTY. Z I - TO BA51N W/ 5/8'+ 5TANLE55 STEEL MASONRY 60LT5 AND/OR &KA55 THE PARKING LOT AS REQUIRED. CALVARY BAPTIST GHURGH SEDIMENT CONTROL MEASURES 5HALL BE IN WORKING CONDITION AT THEcc AT 6' O.G. AND SEALED WITH RAM-NEK PROVIDES FOR THE MAINTENANCE AND UPKEEP OF THE &ROUND5. END OF EACH WORKING, DAY. V TOP EL. - 22.50' AND 150TTOM EL. " 21.00' 17. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE MODIFIED PRE -CAST TYPE 'C' CATCH BASIN GRASS PARKING SECTION GKITERIA, ••• N.T.S. (C{}NTROL STRUCTURE) N.T.S. in LL A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. 15. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF Q 1 11'-4" TRENCHES. > 44 W s" STEEL BOLLARD G. EFFLUENT FROM DEWATEKIN& OPEKATION5 SHALL BE FILTERED OR '*0 am '� USE UNBLOCK FILLED FILLI SEE D W/CTAJL RETE PA55ED THKOU&H AN APPROVED SEDIMENT TRAPPIN6 DEVICE; OR FOR TOP AND COURSE SEE DETAIL BOTH, AND D15CHAR&ED IN A MANNER THAT DOES NOT ADVERSELY: ^ L>_ I a' x 8* CCPLOCKNCRETE(. 7 AFFECT FLOWING STREAMS OR OFF-51TE PROPERTY. ii DUR-O-WAL EACH 4- �'' • •� �' '' I>. KE5TA15ILIZATION SHALL BE ACCOMPLISHED IN ACCOK DANCE WITH o - ARD COURSE (T(P) OF _ _ ' '' •''; THESE KE6ULAT IONS. - ALL MASONRY WALLS-� p t° = SHOWN ON PLAN p 3' 3 16. WHERE CON5TKUCTION VEHICLE ACCESS ROUTES INTEK5ECT PAVED PURL IG KOAD5, PROVISIONS SHALL BE MADE TO MINIMIZE Q M NTMI E THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, � is* LAP FOR--�� WHERE SEDIMENT 15 TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH NO. 5 BARS MIN. - CURDS AND &UTTERS, THE ROAD 5HAL1- BE GLEANED THOKOU&HLY AT THE 0 u END OF EACH DAY, SEDIMENT SHALL BE REMOVED FROM THE ROADS t5Y - _ = 5HOVELIN6 OR 5WEEPIN6 AND TRANSPORTED TO A SEDIMENT CONTROL •'Le, A: s�':: ' DISPOSAL AREA. STREET WA5HIN& SHALL BE ALLOWED ONLY AFTER -, p >• ;,,�;,: ��" `Y�ji+r�ti ; -[ q SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION 5HALL y�: • ': •: APPLY TO INDIVIDUAL 5UBD1VI510N LOTS A5 WELL AS TO LAR&ER s• 6" CONCRETE SLAB _ _ - _ _ + -' LAND-D15TKIBUTIN& ACTIVITIES. REINFORCED W/ s"X 6" 10X10 W.W.F.* ° 19. ALL TEMPORARY EROSION AND SEDIMENT GONTKOL MEA5URE5' 5HALL BE SECTIONAL ELEVATION TYPICAL WALL SECTION - ° - REMOVED WITHIN 30 DAYS AFTER FINAL 51TE STABILIZATION OR AFTER' N.T.S. M4. - THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE KEVIEWEK. 015TURBED 501L AREAS KE5ULTINE, FROM THE M _ = DISPOSITION OF TEMPORARY MEA5URE5 5HALL BE PERMANENTLY 10' _ �E, 5TA15I1-IZED TO PREVENT FURTHER EK0510N AND SEDIMENTATION. ,j 20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION 517E co Z 1 SHALL BE PROTECTED FROM SEDIMENT D15PO51TION AND EROSION. Q - 10' 21' PHASE[) PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH �ON5TKUGTION OF EACH PHASE. pp Q :a W FI sBOLIARDcn FlI I FitO WITH 22, EROS!ON CONTROL DESIGN AND CON5TKUCTION 5HALLTHE FOLLOW T •i . •', ', w � �. •,:-�'' - _ ! CONCRETE Ot 41' •, If >ot 1 d_ _•e•c )O REQUIREMENT5 IN INDEX NOS. 101, 102 AND 103 OF FOOT ROADWAY LL_ AND TRAFFIC DESIGN STANDARDS, O s• SLATS DETAIL ?3. THE REVIEWER MAY APPROVE MODIFICATION5 OR ALTER PLANS TO THE5E * 'P EROSION CONTROL CRITERIA DUE TO 51TE SPECIFIC CONDITIONS. (� o / ` *OR FlBREMESH(FIBREGLASS 2EINFORCING) �'T.�.;:.,�,�`�S" •.,.+ •x• ....,+: •.�,,;�;; `° CRETE TO 2500 PSI 25 / CO CRETE ® DAYS BOLLARD DETAIL \ TYPICAL DOUBLE SWING GATE W/SLATS N•T.S. f- _-;a O AARON J, BGWLES NJA DRILL HOLES IN CONCRETE FL PE #95310 TOP OF CONCRETE PAD TOP OF ASPHALT FOR GATE STOPS ❑ ROBERT E. LEON ••4 ,I% �` \` ` PLAN 45 45 HOURS BEFORE DIGGING FL P€ # � CALL TOLL FREE STET N.T.S. CONCRETE PAD DETAIL 1-800-432-41 nD ,�32 ��V^ N.T.S..T4 HANDICAPPED PARKING DETAIL SUNSHINE STATE ONE CALL CONCRETE BLOCK DUMPSTER ENCLOSURE DETAIL of FLORIDA, lrvc. NTS I, OF 07-439 I �Illiilll I101� � Sidewalk -Sod EK05 I ON AND SED I WENT CONTKOL NOTES W CON5TKUCTION AGTIVITIE5 CAN KE5ULT IN THE GENERATION OF 51GNIFIGANT ROp��(l I. _ 1 Post Options: M til OWood 2" x Pptional Post Positions Principle Post Position AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR &ROUNf2 WATERS. Sad I lI Oak l fx I � I I !Canted 20' Toward Flow) ONE OF THE PRIMARY POLLUTANTS OF 5URFAGE WATEK5 15 SEDIMENT DUE TO Apron DitchF111 Ditch �' I Loose Solt Placed By Steel 1.33 Lbs/Ft. Min. 6' Max. Filter Fabric (!n $ EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER DODIE5 Shovel And ConWoted to ht OF FLOODPLAIN5 HAVE 15EEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, jw-U- Curb Gutter ` Curb &Gutter _ _ = 9 Conformance With I�IIIIIIIII�I�IIII�HIHIIlil8111 ��I{IIIIIIIIIII�111111111111111111�111�0 If�lllll���lll���fl6���� -- PLAN Edge Of Bale Upstream �� Sec. 985 FOOT Spec.) 151OLOGIGAL AND CHEMICAL PKOPEKTIE5. TKAN5PORTED SEDIMENT CAN Q - Filter Fabric OD5TKUCT 5TREAM CHANNELS, REDUCE HYDRAULIC, CAPACITY OF WATER DODIE5' Qor OF FLOODPLAIN5, REDUCE THE DE51GN CAPACITY OF CULVERTS AND OTHER PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Anchor Bales With 2 - 2' x 2' x 4' o Silt Flow WORKS, AND ELIMINATE DENTHIC INVEKTEDKATE5 AND F15H SPAWNING Stakes Per Bale. Rail Post 5UDSTKATE5 DY 51LTATION. EXGE551VE 5U5PENDED SEDIMENTS REDUCE Anchor Bales with 2 - 2' x 2' x 4'Stakes Per Bale. i iv L LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY, PROTECTION AROUND INLETS OR SlA#LAR STRUCTURES -- i' MIn. Recommended MINIMUM STANDARDS ELEVATION SECTION ELEVATION 1. SEDIMENT DA51N AND TKAP5, PERIMETER DIKES, SEDIMENT DARRIEK5 -_ Type A Or B Fence AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL DE Spacing: Bate barriers for paved x No.s should be spaced in accordance with GON5TKUCTEO AS A FIRST STEP IN ANY LAND-DI5TKIDUTI & ACTIVITY Note: Bales to be staked a the Chart 1, Sheat l of 3, Index No. /02 Nota, Silt Fence to be paid for under the contract unit price for Staked Silt Fence ILEI. AND SHALL DE MADE FUNCTIONAL DEFOKE UN5LOPE LANDNDI5TUKDANCE direction of the Engineer. ' BARRIER FOR PAVED DITCH TAKES PLACE. TYPE III SILT FENCE Q EEWLoose SOJI Placed l Shove( And 2. ALL SEDIMENT CONTROL MEASURES ARE TO DE ADJUSTED TO MEET FIELD FaceL.19y Compacted Along Upstream CONDITIONS AT THE TIME OF CON5TKUCTION AND DE CONSTRUCTED Face Of Bales. PRIOR TO ANY GRADING OR D15TURDANGE OF EXI5TING 5URFAGE Woven Filter Fabric In Absence Of MATERIAL ON DALANCE OF 51TE. PERIMETER SEDIMENT DARRIEK5 00 Established Grose (Approx. !2' x /27. a O BADS BACKED BY FENCE ) Secure Edges By Entrenching And SHALL DE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING 0) O 11 OR FLOATING ON TO ADJACENT PROPERTIES, M� 04 W Extend Under Bogs and Bates. Fabric � � ' , Shall Meet The Requirements Of 3. PERMANENT OR TEMPORARY 501L 5TADILIZATION SHALL DE APPLIED TO � � � � Z a __ Sent/on 985 Of The Standard li • ii ° 1 Sand Bogs Specifications. Cost Of Fabric To Be DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 15 REACHED O LY _j < Z Included In The Contract Unit Price ON ANY PORTION OF THE SITE. TEMPORARY 501E 5TADILIZATION Limits Of Construction I o 50' On Centers (Typ. 1 5' Min. " _ _ - Silt Flow SHALL DE APPLIED WITHIN 5EVN DAYS TO DENUDED AREA5 THAT MAY Sod As Required A For Baled Nay Or Straw, TN. - �� ---- � / -Silt Barrier �� I ° ° II • •1(- ° ° °-° °-° °-° ° ° ° ° ° ° ° °- ° ° ° ° ° ° \ ~ - ? y THHAND O DAYS. PERMANENT DU5TA15IL-IZATIONI 5NUANDISDE APPPLIED TO NGE -- R - -_ _ _ -_ -_ II • ' 11 ° ° � �L--�i ° ° ° ° ° J. ° ° I. ° ^ „ 5 THAT ARE TO DE LEFT UND15TUKDED FOR MORE THAN ONE YEAR. I/ I r AREA 50' Max. 50' Max. Anchor Bales With 2 - 2' x 2' x 4' PLAN Loose Solt Placed 8y Shovel And Lightly I Loose Soil Placed By Shovel And Lightly - O 1-- 4, DURING CON5TKUCTION OF THE PROJECT, SOIL STOCKPILES SHALL DE {' ( Stakes Per Bale. Overlap Ends Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Batas. _ 5TADILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE Q 4- PLAN Of Balms Flov, = n �, " Note: Spacing for Type 7IT Fence to be In APPLICANT I5 KE5PON51OLE FOR THE TEMPORARY PROTECTION AND PLAN Slit accordance with Chart I, Sheet I of 3 PERMANENT 5TADILIZATION OF ALL 501L 5TOGKPILE5 ON 51TE AS WELL 4 Fill Slope >{ and ditch Installation at drainage AS 501E INTENTIONALLY TRAN5POKTED FROM THE PROJECT SITE. r r structures Sheet 2 of 3. _ _Sod _ Ditch Bottom Inlet Rail Type .III Slit Fence Protection Type III Silt Fence 5• A PERMANENT VEGETATIVE COVER SHALL DE E5TADLI5HED ON DENUDED r� o % Median Ditch ELEVATION Post Type III Slit Fence Around Ditch Bottom Inlets. AREAS NOT OTHERWISE PERMANENTLY 5TADILIZED. PERMANENT r W m ce) 1-10' (Typ. 43- - - - -i VEGETATION 5HALL NOT DE GON5IDEKED E5TADL15HED UNTIL A GROUND ' `„� N � N TO BE USED AT SELECTED SITES WHERE THE NATURAL _ - -- Slit Barrier GROUND SLOPES TOWARD THE TOE OF SLOPE COVER 15 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15 I� ^ 5-0 Max._ 50 Maz. ,� Ditch Do not deploy In a manner that silt fences will act as a dam across permanent flowing UNIFORM, MATURE ENOUGH TO 5UKVIVE AND WILL. INHIDIT EK051OR % watercourses. Slit fences are to be used at upland locations and turbidityz barriers Cross Drain-� �► ' TY N Mtn. Recommended 5' Typ t' Mtn. Recommend used at permanent bodies of water. 6. 5TADILIZATION MEASURES SHALL DE APPLIED TO EARTHEN 5TRUCTURE5 lima Q 5UGH AS DAM5, DIKE5 AND DIVERSIONS IMMEDIATELY AFTER - UU.. LL x 2 x 4 SILT FENCE APPLICATIONS INSTALLATION. Anchor Lower Bales With 2 - 2 „ Q V ' ' Stakes Per Bale. 50' Max. _ 50' Max. Flow Anchor Top Bates To [ewer Bales With 2 - 2' x 2' x 4' Stakes Per Bale. Anchor Batas With 2 - 2' x 2' x 4' Stakes Per Bate 7. SURFACE RUNOFF FROM 015TUKDED AREA5 THAT 15 COMPRI5ED OF FLOW U ® M � `I Slit Barrier ELEVATION ELEVATION Endwali Bolas To Butt FROM DRAINAGE AREQ A5 GREATER THAN ORE UAL TO T EE ACRES 5HALL- DE HALL fn _ _ 1 ► _ - _- DE CONTROLLED DY A SEDIMENT DA51N. THEQ SEDIMENT HR SHALL VJ 9 Cy Application and Spacings The use of Types I & IL' bale barriers should be limited to the J � DE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED z Z rrconditions outlined In Chart I Sheet I of 3, Index No. !02 Loos® Soll Placed By Shovel SEDIMENT LOADING FROM THE LAND-DISTURDIN& ACTIVITY. THE �SodLimits Of Construction Anchor Bales With Pl AN And Lightly Compacted Along OUTFALL DEVICE OR SYSTEM DE51GN 5HALL TAKE INTO AGGOUNT THE 2-2' x 2'' x 4' Stakes 61 Mtn. The Upstream Edge Of Bates. TYPE If TYPE I TOTAL DRAINAGE AREA FLOWING THROUGH THE 015TUR15ED AREA TO DE W Ax C _ Per Bale. FII! S!o e SERVED DY THE DA51N. (t W06 = n. p BARRIER FOR UNPAVED DITCHES AFTER ANY 51GNIFIGANT RAINFALL, SEDIMENT GONTKOL 5TKUCTURES DITCH INSTALLATIONS AT DRAINAGE STRUCTURES 8. AZ �i. n. M WILL DE IIJSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL DE 4i - ELEVATION CORRECTED IMMEDIATELY. Uj zJ TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE 9, GONGENTRATED RUNOFF SHALL NOT FLOW DOWN GUT OR FILL SLOPES W M LL UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENTi ¢ Ld CHANNEL, FLUME OR SLOPE DRAIN 5TKUGTUKE. BARRIERS FOR FILL SLOPES 10, WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR z z Q 0 0 OTHER PROTECTION SHALL DE PROVIDED. J = w /� / [� AND FENCES /'+ c Il. SEDIMENT WILL DE PREVNTED FROM ENTERING ANY STORM DRAIN J U g BALED HAY OR STRAW Y BARRIER A V ® SILT f E N C E S f� ®®T INDEX N ®. 102 SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE O Plnyi Sheathed EAW Steel Cable (9800 Lbs. Breaking Strength) With Galvanized Connectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam Slotted PVC Connector Pipe Flotation (6' Dia. Equiv.) (12 LCs. (Metal Collar Reinforced) Closed Cell Solid Plastic Foam Per Ft. Buoyancy) ��, Flotation (N" Ota. Equlv.) (rl lbs. Per Ft. Buoyancy) rpolOOD !N Breaking l8 Oz. Nylon Reinforced _ `> 18 Oz. Nylon Reinforced Strength) PVC Fabric (300 psi Test) . PVC Fabric (300 pst Stress Plate 7�Gatvanized Chain Test) With Lacing Grommets °t #'Gatvanlzed Chain - TYPE IT TYPE I� Q D, -5' Std. (Single Panel For Depths 5' or Less). cr Dp •5' Std. (Additional Pane! For Depths> 5'). _ Curtain To Reach Bottom Up To Depths Of 10 Feet. Two(2) Panels To Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Called For In The Plans Or As Determined By The Engineer. NOTICE: COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND Ir SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS LEGEND Proposed Toe Of Slope Pile Locations Dredge Or Fill Area 1+r I►�, Mooring Buoy w/Anchor t Existing Causeway c Anchor a Barrier Movement Due To Current Action M Shore Line ryploal Current Structure Alignment NOTES: I. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth. 2. Number and spacing of anchors dependent on current velocities. 3. Deployment of barrier around pile locations may vary to accommodate construction operations. 4. Navigation may require segmenting barrier during construction operations. 5. For additional Information see Section 104 of the Standard Specifications. Shore Line Limits Of Const. TURBIDITY BARRIER APPLICATIONS Turbidity Barriers Note: Turbldtty barriers for flowing streams and tidal creeks may be either floating, or staked types Or any combinations of types that wilt suit site conditions and meet erosion control and water quality requirements. The barrier type(s) will be at the Contractors option unless otherwise specified In the plans, however payment will be under the pay Item(s) established In the plans for Floating Turbidity Barrier and/or Staked Turbidity Barrier. Posts In staked turbidity barriers to be installed In vertical position unless otherwise directed by the Engineer. Of const. Line Polt (Options 2" x 4' Or _ 21 Mtn. Dia. Woody Steel 6' Max. 1.33 L&IFt. Mtn.) f I - 18 Oz. Nylon Reinforced -- - - - - - PVC Fabric (300 psi Test) o` STAKED TURBIDITY BARRIER GENERAL NOTES 1. Floating turbidity barriers are to be paid for under the contract unit price for Floating Turbidity Barrier, LF. 2. Staked turbidity barriers are to be paid for under the contract unit price for Staked Turbidity Barrier, LF. EXISTING EDGE OF ROADWAY ' , ' ' ' ' ' ' ' 35'R (TMP.) .'.'• .'.'...'.'. •.'.'..'....... . PROVIDE 6" LAYER OF GRAVEL ROCK (2" TO 3" DIAMETER) TO VEHICLE TRACKING " " " " " " ' PREVENT H ONTO PAVEMENT. • . • • • • • • ' • • , . • , . • • • ....'•...'' .••' .•. RIGHT OF WAY 5TADILIZED MATERIAL 20' WIDTH s' NOTE, CONTRACTOR TO SWEEP STREETS OR PROVIDE ADDITIONAL BMP'S TO PREVENT VEHICLES TRACKING AND EROSION. CONSTRUCTION ENTRANCE DETAIL N.T.S. PERADLE DURING CONSTRUCTION SHALL DE PROTECTED 50 THAT% m M 5EDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE 5Y5TEM 4 Ztn O C04 WITHOUT FIRST DEIN& FILTERED OK OTHERWISE TREATED TO REMOVE vl w w (n SEDIMENT. U 12. DEFOKE TEMPORARY OR NEWLY CONSTRUCTED 5TORMWATEK CONVEYANCE J GHANNEL5 ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL DE -'"aiRECTlo/iINSTALLED IN DOTH THE CONVEYANCE CHANNEL AND KEGEIVIN& CHANNEL, u, w FADRIG-- ` Z -1 13. WHEN WORK IN A LIVE WATEKGOU95E 15 PERFORMED, PKECAUTION5 W w aAcxF, SILT -DARKIEK 5HALL DE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 5EDIMENT ¢ C7 (FADRIC FENCE) TRANSPORT AND 5TADILIZE THE WORK AREA TO THE &KEATE5T EXTENT Q _ TRENCH-- - - - 1`055IDLE DUKIN& CONSTRUCTION. NONEKODIDLE MATERIAL 5HALL DE H W USED FOR THE CON5TKUCTION OF CAUSEWAYS AND COFFERDAMS. r LU Toe IN FL EARTHEN FILL MAY DE USED FOR THESE 5TKUCTUKE5 IF ARMORED DY O ' , NONEKODIDLE COVER MATERIAL5. ," 0 a SODDED 5L o N 14. WHEN A LIVE WATERCOURSE MUST DE GROSSED DY CONSTRUCTION EXISTING GRADE VEHICLES, A TEMPORARY STREAM CRO551N& CONSTRUCTED OF NONERODIDLE MATERIAL 5HALL DE PROVIDED. i 1 � 15. THE DED AND DANK5 OF A WATERCOURSE SHALL I!5E STAD IL IZED TOE OF 51_0 IMMEDIATELY AFTER WORK IN THE WATEKCOUK5E 15 COMPLETED. J = 115, PERIODIC, IN5PEGTION AND MAINTENANCE OF ALL SEDIMENT GONTKOL Y --•�- --+-- VARIES Y 0 ( 5TKUCTURE5 MUST DE PROVIDED TO ENSURE INTENDED PURPOSE 15 d_ ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL 6E FAE5K I C FENCE 5 I LT -- f5ARR I EK. CONTINUALLY' KE5PON5IDLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES 5HALL 6E IN WORKING CONDITION AT THE END OF EACH WORKING DAY, IM's ib 17. UNDERGROUND UTILITY LINES SHALL DE INSTALL El7 IN ACCORDANCE z WITH THE FOLLOWIN& STANDARDS IN ADDITION TO OTHER APPLIGADLE , ... � ANCHOR DALES WITH TWO (2) GRITERIA• 2 X 2"X * STAKES THROUGH { EACH DALE A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY DE OPENED AT ONE TIME. D. EXCAVATED MATERIAL SHALL DE PLACED ON THE UPHILL 51DE OF TRENCHES. 0 G C. EFFLUENT FROM DEWATERIN& OPERATIONS 5HALL DE FILTERED OK --P11111LU' PASSED THROUGH AN APPROVED SEDIMENT TRAPPIN& DEVICE, OR vJ DOTH, AND DI5CHAR&ED IN A MANNER THAT DOES NOT ADVERSELY 0 ^ AFFECT FLOWIN& STREAMS OR OFF-51TE PROPERTY. y F5ALED NAY SILT -- DAKK I EA D. RE5TADILYZATION SHALL DE ACCOMPLISHED IN ACCORDANCE WITH W x.1.1 THESE RE&ULATION5. PER I METEK EK05 I ON AND 5ECU I MENT CONTKOL 16. WHERE CON5TKUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUDLIG KOAD5, PKOVI51ON5 SHALL DE MADE TO MINIMIZE THE lYO: TRANSPORT OF SEDIMENT DY TKAGKIN& ONTO THE PAVED SURFACE, 1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT WHERE 5EDIMENT 15 TKAN5POKTED ONTO A PUDLIG ROAD 5URFAGE WITH Q SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY OR FABRIC FENCE C-UR55 AND &UTTERS, THE ROAD SHALL DE GLEANED THOROUGHLY AT THE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLANDEND OF EACH DAY. SEDIMENT 5HALL DE REMOVED FROM THE ROADS DYErf VEGETATION IS ESTABLISHED. SHOVELING OR 5WEEPING AND TRANSPORTED TO A 5EDIMENT CONTROL *1. 0 ACCUMULATED SILT. 2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY D15PO5AL AREA. STREET WA5HIN6 SHALL DE ALLOWED ONLY AFTER t , SEDIMENT 15 REMOVED IN THI5 MANNER. THIS PKOV1510N SHALL v I APPLY TO INDIVIDUAL 5UDDIV151ON LOTS A5 WELL A5 TO LARGER 51 LT FENCE DETAIL LAND-DISTRIDUTIN& AGTIVITIE5. r�rs. 19. ;ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES 5HALL 15E REMOVED WITHIN 30 DAYS AFTER FINAL SITE 5TADILIZATION OR AFTER n/ ! THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF LL THE REVIEWER. 0I5TUKDED SOIL AREAS KE5ULTIN& FROM THE DISPOSITION OF TEMPORARY MEA5URE5 SHALL DE PERMANENTLY 5TADILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 20. PROPERTIES AND WATEKWAY5 DOWNSTREAM FROM CON5TRUCTION 51TE �,• �'""' SHALL DE PROTECTED FROM SEDIMENT DISPOSITION AND EROSION. 21. PHASED PROJECTS SHOULD DE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHA5E. Q 22. EK05ION CONTROL DESIGN AND CON5TKUCTION SHALL FOLLOW THE Ljj w REQUIREMENTS IN INDEXNOS. IOL 102 AND 103 OF FOOT ROADWAY (n AND TRAFFIC, DESIGN 5TANDAKD5. LL. 23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE O EROSION CONTROL CRITERIA DUE TO SITE 5PECIFIG CONDITIONS. U ❑ AARON J. BOWLES FL PE #1553313 i ffff� ❑ ROBERT E. LEON 48 HOURS BEFORE DIGGING FL PE #64796 CALL TOLL FREE MirEET 1-800-A432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. C5 OF 5 07-439