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Home My WebLink About2008 ROHM Commercial Preliminary Plat (Box 8 #25)JQ. ` INCLUDED �'< �Q' .21.83 i� lNCLUD UNDER SIZED ED Q�C ,S" PINE CLUSTERS C- j 22.85� 1.93 !A VQ 190 .1.53 ,�' tea°' �' 22ss. Za FND. 8 21.72 ,4q2 a•?0.?SUBJECT UNDER SIZED 0�N6 I. Cj4 DO PINE CLUSTERS,-,-''''' PROPERTY 1 a8 N • 23.08 ` .38 . 21ss 4e *. FND. ry 11 4• �, I • 4X4 .Meuxs 1.86�, Q I� ~ n' 7.80 4i 22.75 r h � i yr 1.52 c7+9.88 19.92 .27.04 1s3 o K z. POND LOCATION BOTTOM = 12.52 ± SET 5/8" 22.07 240 P 3 7 79 .22.57 I.R.C. {' e? 14 .25.54 . 21.1 21'5 1a s 24.64 $.95 22 GUARDRAIL j 993 . 22. 1 14. r��,�',• W $.52 CP_ �t't9° 14• ?203 � 14. 22A4 21. 'o �O'gLL I. 4" 4•�,• 12 MAN E 14,.�u� C1•�p'ti� a0. dTOP = 7 s ,po$ ,r 2� 39 • 2288 9lj, bop 9� . 22-27 �0.9•12�L8` r agi 142? u• 12. *14* 14• 05 ti 72• ►8dg, 2 25 219 2 22.00 *PINE TREE 1 ' 55� OAK TREE ?Z26 11 216 li SET 5/8" I.R.C. .18.48 CB III TOP = 21 AB NOT 21.3o II INCLUDED j LEGEND LEGAL DESCRIPTION � e . SITE LOCATION: ° ti A/C AIR CONDITIONING [El MONUMENT - j ryry� Received}. o BM BENCH MARK (P) PLAT PART OF NE1/4 OF NW1/4 LYING N OF FELLS SEBASTIAN BLVD. a (C) CALCULATED NGVD NATIONAL GEODETIC VERTICAL DATUM MERE RD AS IN R BK 11 PP 575, LESS PAR- CEL AS IN R BK 88 SEBASTIAN, FLORIDA 32967 NX:' M AY CL CENTERLINE ORB OFFICIAL RECORD BOOK PP 60 & PARCEL AS IN R BK 221 PP 557 & LESS FOLL: FROM NE COR SURVEYOR'S NOTES: GrovrthM$ PB PLAT BOOK I e^ ,q CONC. CONCRETE OF NW1/4 OF SEC 7 RUN W ALONG N LINE OFSAID SEC 7,803.88 ESMT EASEMENT PC POINT OF CURVATURE ] 6. THIS PROPERTY MAY BE SUBJECT TO EA ENTS, ° EL ELEVATION PCC POINT OF COMPOUND CURVE FT TO SLY LINE OFTFCRR, TH S 38 DEG 59 MIN W ALONG SLY 1. DATE OF FIELD SURVEY JULY 1, 2004. j RESTRICTIONS, OR LIMITATIONS, EITHER REC E/P EDGE OF PAVEMENT PCP PERMANENT CONTROL POINT R/W LINE OF TFCRR, 398.56 FT TO P.O.B., TH CONT S 38 DEG 5 4. THE SURVEYED REAL PROPERTY EXISTS IN FLOOD ZONE "X" AS IMPLIED. NO OPINION OF TITLE OR OWNERSHIP IS, HEREBY FEMA FEDERAL EMERGENCY MANAGEMENT ASSC. PI POINT OF INTERSECTION 9 MIN W ALONG SLY RR R/W, 291.59 FT, TH S 34 DEG 48 MIN 31 SHOWN ON THE FEMA, FLOOD INSURANCE RATE MAP NUMBER FND FOUND POB POINT OF BEGINNING 2. THERE ARE NOYVISIBLE ENCROACHMENTS, UNLESS CLEARLY EXPRESSED OR IMPLIED BY THE SURVEYOR. ID IDENTIFICATION POC POINT OF COMMENCEMENT SEC E, 237.96 FT TO NLY R/W LINE OF SR 512, TH NELY ALONG SHOWN. 12061 C01 78 E, EFFECTIVE DATE MAY 4,1989. IP IRON PIPE PP POWER POLE SAID NLY R/W LINE & LONG A CURVE DEFLECTION TO LEFT HAVING 7. ELEVATIONS, IF SHOWN, ARE BASED ON N.G.V.D.,1929. (F) FIELD RGE RANGE SMH SEWER MANHOLE A CENTRAL ANGLE OF 7 DEG 37 MIN 15 SEC & A RAD OF 2107 FT + 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A FF FINISH FLOOR 3. THIS SURVEY IS NOT VALID WITHOUT AN EMBOSSED SURVEYORS LEGAL CMP CORRUGATED METAL PIPE AN ARC DIST OF 280.25 FT TH N'34 DEG 48 MIN 31 SEC W 324.11 CURRENT TITLE REPORT AND, THEREFORE, MAY NOT INDICATE ALL 8. TOTAL BOUNDARY AREA = 132,858F0G"SQ FT;,.OR 7.39 (L) LP LIGHT POST WV WATER VALVE SEAL. &LESS RD RNV AS IN OR BK 958 PG 2667 , B. O FT TO P...ENCUMBRANCES EFFECTING SUBJECT PROPERTY. ACRES, MORE OR LESS. M MEASURED REVISION DATE 1 REVISED AND ADDED TREES 4/27/OS JOB NO. S07-31 S-39E SURVEY CER 1 ��D l O: DAN�L W TALBOTT V .. - SHEET 1 OF , BOUNDARY SURVEY A PORTION OF PROFESSIONAL SURVEYOR AND MAPPER_ 2 DRAWN ssH 1179 OLD DIXIE HWY SUITE B2 T S - DANML BROGNANO - 3 CHECKED DWT VERO BEACH, FLORIDA 32960 r 2 a7 4 SCALE 1„-50• SECTION 07-31S-39E 5 DATE 7/20/04 ' PHONE (772) 569-8884 FAX (772) 564-2071 DANIEL W. TALBOTT V., P.S.M. #3� 2 0 a 0 0 N 0 e b' V) CL a Lh Ln 1-4 ROHM iCOMMERCOAL PRELIMINARY PLAT .SECTION 07 TONSM P 3.1 SRANGE 39 E I N ®IAN RWER COUNTY, / NOT NOT INCLUDED I INCLUDED ZONING PUB ZONING RMH 10' REAR BUILDING SETBACK FND. r S90.00'00"W (C&M) 5 8• / ax4 C.M. J 390.48' P&M LR C. SET PRM / SET PRMJ —� 299.99' �/ — -----\ NOT /�—�------- -\ ' INCLUDED f 10' DRAINAGE EASEMENT — \ STORM WATER NOT MANAGEMENT INCLUDED EASEMENT 1l 3 4 / 50 p BUILDING SETBACK LINE \ tooA Nam' ZONING CG GRAPHIC SCALE 25 50 100 IN FEET ) 1 inch = 50 ft. PROPOSED STORMWATER ZONING CG / / �� ////\ MANAGEMENT LAKE / FND. 4X4 C. ZONING IN o4� /C�7 � SET PRM/ / SITE DATA GLEN ROHM AND WILLIAM BROGNANO AND TODD BROGNANO AND �`)� / OWNER DANIEL J. BROGNANO AND GRAND LEGECY, LLP �N 705 B SEBASTIAN BOULEVARD \ / / SEBASTIAN, FLORIDA 32958 LOT 1 / ENGINEER ,�✓ APPLICANT SCHULKE BITTLE & STODDARD 43 / 5/ \ 1ERO INIjIAN RIVER BLVD., SUItE 301' / 19 8,16 3 S.F. / / VERO BEACH, FL. 32960 ZONING CG / /I.R.C. SET PR�A / / 4.549 AC \ \ / / (772) 77o—s622 1 / / \ SURVEYOR TALBOTT v P.S.M. INC. 26 45 ST. LUCIE AVENUE / VERO BEACH, FL. 32960 �0� (772) 569-8884 \ PROPOSED USE FUTURE COMMERCIAL SFfE \ o / \ ♦ �� d- / SITE LOCATION C.R. 512 AND WIMBOW DRIVE TAX LD- NUMBER 31-39-07-00000-3000-0005.0 FLOOD .ZONE(S): 'X' (OUTSIDE 500 YEAR FLOOD PLAIN) PER FEMA FIRM NO. 1201230077 G SOIL TYPE IMMOKALEE FINE SAND / / \ \ ♦ 0• Arol � L / PROPOSED STRUCTURES: NONE \ ` �s`Q' / x EXISTINGt STRUCTURES: NONE ��)01 / CG ZONING DISTRICT REQUIREMENTS: / V_CG REQUIRED PROPOSED ULTIMATE \ 9� �p A ♦ g'�°Q� �Q. MIN. LOT SIZE 10,000 S.F. 198 163 S.F. 4.549 AC. \ \o p h ( ) 198,163 S.F. (4.549 AC.) �o / MIN. LOT WIDTH 75 345.1 345.1 Gi 4LoPyt ��, / MIN. YARD SETBACKS: ��° FRONT 0�/6' * N/A 0 g;� SIDE 5 N/A 10' REAR 10� N/A 10' i \ ♦ �\ 05 MAX. BLDG. HEIGHT 35 N/A 35' MAX / / / \ \ ��- ♦ / 1�o Q / / MAX. LOT COVERAGE BY BLDGS 30% MAX) 0 S.F. (0%) 59,449 S.F. (MAX) MIN. OPEN SPACE 20% MIN), 198,163 S.F. (100%) 39633 S.F. (MIN) MINIMUM FRONT YARD ' SETBACK IS 0 WITH 'SIDEWALKS, , CURB AND GUTTERS; 6 WITHOUT SIDEWALKS, CURB AND GUTTERS. \ / / ce•AREAS \.R / PROPOSED 33,120 S.F. �c OPEN SPACE 165,043 S.F. SET PRM 1 / ULTIMATE AREAS \ BUILDING MAX. 59,449 S.F. (30%) \\ , PAVEMENT MAX. 99,081 S.F. (50%) li / ZONING CG \� / 1yk `/ / / OPENSPACE MIN. 39,633 S.F. (30%) / GENERAL NOTES 19 / 1. PROPOSED WATER SUPPLY: I.R.C. UTILITY (FUTURE) 2. PROPOSED SEWER DISPOSAL: I.R.C. UTILITY (FUTURE) 3. PROJECT LIES WITHIN FLOOD ZONES "X", PER FEMA / FIRM MAP No. 1201230077 G, DATED JUNE 30, 1999. / 4. ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OF SEBASTIAN / J STANDARDS AND SPECIFICATIONS. 5. ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER INDIAN RIVER COUNTY DEPT. OF / UTILITY SERVICES STANDARDS AND SPECIFICATIONS AS ADOPTED 1/97. (FUTURE) / 6. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," LATEST / EDITION. (FUTURE) 7, THIS PROJECT WILL BE COMPLETED: 12/05 / / 8. ANY WELLS FOUND ON -SITE DURING CONSTRUCTION ARE TO BE GROUTED AND / ABANDONED IN ACCORDANCE WITH DEPARTMENT OF HEALTH & SJRWMD REQUIREMENTS. THE SJRWMD SHALL BE NOTIFIED IF ANY WELLS ARE FOUND ON -SITE. / 9. GOPHER TORTOISE CONSERVATION PLAN: / TO THE EXTENT ALLOWED BY REGULATORY AGENCIES, APPLICANT WILL RELOCATE GOPHER / TORTOISES TO CONSERVATION AND OTHER NON -DEVELOPABLE AREAS ON SITE, AND WILL / RELOCATE ANY REMAINING TORTOISES TO APPROVED OFF -SITE LOCATIONS IF HEALTHY. ZONING C 512 10. PRIOR TO DEWATERING ACTIVITIES, CONTRACTOR SHALL ENSURE ALL REQUIREMENTS ARE MET TO COMPLY WITH THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON —CONTAMINATED SITE ACTIVITY. 11. PERMITS REQUIRED: — CITY OF SEBASTIAN LAND CLEARING/TREE REMOVAL LEGAL DESCRIPTION: PART OF NE1/4 OF NW1/4 LYING N OF FELLSMERE RD AS IN R BK 11 PP 575, LESS PAR-CEL'AS IN R BK 88 PP 60 & PARCEL AS IN R BK 221 PP 557 & LESS FOLL: FROM NE COR OF NW1/4 OF SEC 7, RUN W ALONG N LINE OF SAID SEC 7; 803.88 FT TO SLY LINE OFTFCRR, TH S 38 DEC 59 MIN W ALONG SLY R/W LINE OF TFCRR, 398.56 FT TO P.O.B., TH CONT S 38 DEG 5 9 MIN W ALONG SLY RR R/W, 291.59 FT, TH S 34 DEG 48 MIN 31 SEC E, 237.96 FT TO NLY R/W LINE OF SR 512, TH NELY ALONG SAID NLY R/W LINE & LONG'A CURVE DEFLECTION TO LEFT HAVING A CENTRAL ANGLE OF 7 DEG 37 MIN 15 SEC & A RAD OF 2107 FT AN ARC DIST OF 280.25 FT, TH N 34 DEG 48 MIN 31 SEC W, 324.11 FT TO P.O.B., & LESS RD R/W AS IN OR BK 958 PG 2667. 200 U Z . � (CO) J 0) ....1 ¢ o Q m W 0 @, LL Q ��= 0 zo¢n 0 zo00LLuu ~ �o> cm Q, N O � �SoWa W j z o rn n ZQIZ 01 JLIL W W � ca W"> Cj co J o ¢� T� 1 1 Z cv cv U ~ v LLJ • > = U — 0 Z � n — 0 � Z — 0 Iry W LLj m JOSEPH N ULKE FL. R . NO. 7048 SJRWMD ENVIRONMENTAL RESOURCE PERMIT S YDA B. BIT E u ,EG. NO. CITY OF SEBASTIAN DRIVEWAY PERMIT y : E N0. 6 5 . r :. ' 0 S P. STO D D tv CITY OF SEBASTIAN SUBDIVISION CONSTRUCTION PERMIT a 'Y 1 2[I[1 a L / SHEE ROJEC NO. 04-1 5 4S �S r; 3 i ' I I m W Z . G m a 0 ' 3 0 .o E_ 3 N In C m f0 E L 92 LPG r i (n rl ri Q N rn 0 N O Cell et SITE DATA GLEN ROHM AND WILLIAM BROGNANO AND TODD BROGNANO AND OWNER DANIEL J. BROGNANO AND GRAND LEGECY, LLP 705 B SEBASTIAN BOULEVARD SEBASTIAN, FLORIDA 32958 ENGINEER / APPLICANT JgCHu BRTI_E & STODDARD LAC. 1717 BEACNI RIV 32 VD., SUI E 301' 772) 7704622 SURVYOR TALBOTT V P S M INC DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS NORTH SOUTH EAST WEST DESCRIPTION DS-1 21.00 17.00 MODIFIED TYPE "C" INLET(SEE DETAIL) DS-2 23.00 1 17.67 17.67 JUNCTION MANHOLE DS-3 19.00 MITERED END SECTION (INDEX 272) DS-4 16.25 20.50 MITERED END SECTION (INDEX 272) �845 ST. LUCIE AVENUE JERQ BEACH h1.• 32960 772 589-a#864 PROPOSED USE FUTURE COMMERCIAL SITE SITE LOCATION C.R. 512 AND WIMBOW DRIVE TAX I.D. NUMBER 31-39-07-00000-3000-0005.0 FLOOD ZONE(S): 'X' (OUTSIDE 500 YEAR FLOOD PLAIN) PER FEMA FIRM NO. 1201230077 G SOIL TYPE IMMOKALEE FINE SAND PROPOSED STRUCTURES: NONE EXISTING STRUCTURES: NONE CG ZONING DISTRICT REQUIREMENTS: REQUIRED PROPOSED ULTIMATE MIN. LOT SIZE 10 000 S.F. 198,163 S.F. (4.549 AC.) 198,163 S.F. (4.549 AC.) MIN. LOT WIDTH 75= 345.1' 345.1' MIN. YARD SETBACKS: FROSIDE 5'/6. * N%A 0 A 110' REAR 10' N/A 10' MAX. BLDG. HEIGHT 35' N/A 35' MAX MAX. LOT COVERAGE BY BLDGS 30% MAX) 0 S.F. (0%) 59,449 S.F. (MAX) MIN. OPEN SPACE 20% (MIN) 198,163 S.F. (100%) 39633 S.F. (MIN) * MINIMUM FRONT YARD SETBACK IS 0' WITH SIDEWALKS, CURB AND GUTTERS; 6' WITHOUT SIDEWALKS, CURB AND GUTTERS. PROPOSED AREAS WATER 33,120 S.F.,, OPEN SPACE 165,643 S.F. /� \ EXISTING STORM DRAIN MANHOLE ULTIMATE AREAS A�O �.9 4, TOP EL- 22.13' BUILDING MAX. 59,449 S.F. (30%) S INV. EL=18.20' (24 RCP) A S. INV. EL=17.77' (36" RCP) PAVEMENT MAX. 99,081 S.F. (50%) OS �� \ N. INV. EL-17.73' (30" RCP) OPENSPACE MIN. 39,633 S.F. (30%) S.W. INV. EL=19.06' (18" RCP) OO r N.W. INV. EL-19.02' (18" RCP) .9s GENERAL NOTES 1. PROPOSED WATER SUPPLY: I.R.C. UTILITY (FUTURE) V / 2. PROPOSED SEWER DISPOSAL: I.R.C. UTILITY (FUTURE) 1 y 3. PROJECT LIES WITHIN FLOOD ZONES "X", PER FEMA \ / FIRM MAP No. 1201230077 G. DATED JUNE 30, 1999. kill 4. ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OF SEBASTIAN O �� 1 STANDARDS AND SPECIFICATIONS. 5. ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER INDIAN RIVER COUNTY DEPT. OF \/ UTILITY SERVICES STANDARDS AND SPECIFICATIONS AS ADOPTED 1/97. (FUTURE) 6. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE / \\ "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," LATEST EDITION. (FUTURE) \ 7, THIS PROJECT WILL BE COMPLETED: 12/05 X22b5 .- 8. ANY WELLS FOUND ON -SITE DURING CONSTRUCTION ARE TO BE GROUTED ANDl`J ABANDONED IN ACCORDANCE WITH DEPARTMENT OF HEALTH & SJRWMD REQUIREMENTS. \ THE SJRWMD SHALL BE NOTIFIED IF ANY WELLS ARE FOUND ON -SITE. rn 9. GOPHER TORTOISE CONSERVATION PLAN: / PROP TO THE EXTENT ALLOWED BY REGULATORY AGENCIES, APPLICANT WILL RELOCATE GOPHER TORTOISES TO CONSERVATION AND OTHER NON -DEVELOPABLE AREAS ON / P(ZOP�dS�F SITE, AND WILL RELOCATE ANY REMAINING TORTOISES TO APPROVED OFF -SITE / 4 Pvc LOCATIONS IF HEALTHY. (BY VO S 10. PRIOR TO DEWATERING ACTIVITIES, CONTRACTOR SHALL ENSURE ALL / EXISTING 18" M.E.S: REQUIREMENTS ARE MET TO COMPLY WITH THE STATE OF FLORIDA DEPARTMENT / / INV.EL.=19.91' 19 OF ENVIRONMENTAL PROTECTION GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY. / '► 11. PERMITS REQUIRED: _...... / ��V/// - CITY OF SEBASTIAN LAND CLEARING/TREE REMOVAL e� - SJRWMD ENVIRONMENTAL RESOURCE PERMIT �G E V �$ �yF - CITY .OF SEBASTIAN DRIVEWAY PERMIT / °coe��' d�`� E• G S�011 5 - CITY OF SEBASTIAN SUBDIVISION CONSTRUCTION PERMIT Al P� / ��\� �a, o9P�g / SSG ti 1-1 rb � L`0 / / REMOVE G AS REQUIR & PROVIDE / END SECTI FOOT STD IN / ZONING CG / I I NOT NOT / INCLUDED INCLUDED / ZONING PUB ZONING RMH 15' ACCESS AREA / FND. S90'00'00"W (C&M) � sETsr6" 4x4 C.M. 390.48' P&MZ I.R.C. . x n. 22.013.01 CONsI " 22.25 NOT S-2 LF 15 ADS -MI, _ - - - - - - - -19,50 - - - - - - - `1 INCLUDED / CONTROC STRUCTURE / 17.50- - - J� - N A-1 S� DETAIL SHT. C-2 S 1 - - - ` \ ` NOT / v0' / / - % INCLUDED 22 a 8.50-------R --;-,1 w / 15' ACCESS AREA \ , V t t1 ` p P 5o c t i�N ZONING CG / 2i.90 X .66 � / GRAPHIC SCALE 25 50 100 IIA i IN FEET 0, \ o r o N� / 1 inch = 50 ft. �� PROPOSED R NTION t , �o A '� 5 POND T.O.B. .95 A�: x23 0 EDGE OF WA TE .76 Aft t SOIL BORING LEGEND B* N , \1 4x C LOCATION OF SPT BORING 60 / / 1 ZONING IN LOCATION OF HAND -AUGER BORING W/ PEN. READINGS / // ��'��`' EXISTING POND �\ / °� / x BOTTOM = 12.5E 2�2oa (TO BE FILLED) \ �� o %� LEGEND dC. 5�B I 9.82 I /// / 2 .5 S-3 1 0 A-2 22.76 D SWA\LE / X 22.05 o. �o ® PROPOSED DRAINAGE INLET X 22.76 EXISTING SPOT ELEVATION 24.90 PROPOSED SPOT ELEVATION O PROPOSED DRAINAGE MNHOLE 26 PROPOSED GRADE / CONTOUR DS-1 DRAINAGE STRUCTURE LABEL -�� PROPOSED DRAINAGE FLOW DIRECTION PROPOSED DRAINAGE PIPE EXISTING FIRE HYDRANT FM PROPOSED FORCE MAIN VAT WAT PROPOSED WATER MAIN (BY OTHERS) j (BY OTHERS) 22.4 \a\ \` ` LLB �/ / B2 / /c i / pA / e PO 0 Xz �T22� / 21.15 Q'�PO e��/ Z EXIST. GRADE N z/ OJT*P{Q��o _..._._....._ .__._........ __ i..._._._......_. ...........: _...... ._._ 26 RG2�i X22.21 G �S� p _ .._ . _....._...._... _._._....._....._.._._._.. _....... x ; 24 WIDE TEMP ARY SHELL C m.31 G o5�� _. _.._..._..._._.__._ _ ..__ 24 c/j / `� / SEED =-=-------------=---==-- - -EED - 8R SED 221 CONSTRUCTIt� ACCESS //� -� ,y6Q , �� _ _......_....._.._ -_. __...._- ._....._...... M ..._,..... _ ,.,.._................,._ ___ .. _ .,__- _ _..__ _ 22 (BY r Rs) c " BAND 1 19,50 --1 SObANK �c22.00 j �' / � NORMAL WATER �I. -.-ELEVATION.,19.50 1 2 EXIS NG STORMS ER w.... _ / l4� XI.6 2. x22.1r �•, , , _........_.. 114 UARDRAIL o2 - PROPOSED LED E` STD. EXISTING WATER SERVICE \ ' DRIAI IN GE STRUCTURESECTION ,8� „. _ ._._ ON PER \ ro EL= 21.50' DEX 400 . INV. EL-17.92' (24" RCP) N. INV. EL=17.83' (30" RCP) iY \ \ INVERT / E. INV. EL=17.85' (24" RCP) 0 O L,�� b5 EL.=19.24' Z 211 44 L,F. TEMPORARY 12" CMP CULVERT PROPOSEVORAbE INVERT 24 24 N. INV. 20.74 EL.=18.9T S. INV 20.92 10 /; 1 r_i1 1 SEED AND MULCH _._...__,._... 11 - 22 EXISTING ' - _ _ _ EIST.WA R __ TOP EL= 20.80' ��% � FM UNDER � ; � ZD----�----�--^20 / STORMEXIST. GRADE / EXIST. FIRE _ HYDRANT 4 1 I_ i 12 LEGAL DESCRIPTION: 10 I.. _............_._._..o......_...___......................... _.........._....._........_. ____..__.___._._._._____._._..___.._.._....... ART OF NEII 4 OF NW1 4 LYING N OF FELLSMERE RD AS N R B - _,._......_ ..__ - _ __ - .._........_.,_ .__ :_..,._.,.___..,__...... ~_._.:.. _,_,. _ . W___ _- ._ ..._.I P / / I K 11 PP 575, LESS PAR CEL AS IN R BK 88 a _. PP 60 & PARCEL AS IN R BK 221 PP 557 & LESS FOLL FROM NE COR OF NW1/4 OF SEC 7, RUN W ALONG N SECTION IA1 a LINE OF SAID SEC 7, 803.88 FT TO SLY LINE OFTFCRR, TH S 38 DEG 59 MIN W ALONG SLY R/W LINE OF TFCRR, 398.56 FT TO P.O.B., TH CONT S 38 DEG 5 9 MIN W ALONG SLY RR R/W, 291.59 FT, TH S 34 DEG 48 MIN 31 SEC E, 237.96 FT TO NLY R/W LINE OF SR 512, TH NELY ALONG SAID NLY R/W LINE & LONG A CURVE DEFLECTION TO LEFT HAVING A CENTRAL ANGLE OF 7 DEG 37 MIN 15 SEC & A RAD OF 2107 FT AN ARC DIST OF 8' 11' 15' 280.25 FT, TH N 34 DEG 48 MIN 31 SEC W, 324.11 FT TO P.O.B., & LESS RD R/W AS IN OR BK 958 PG 2667. i CR 512 VARIES 15' CR 512 EAST BOUND 10' CR 512 WEST BOUND / SITE EXIST W 20' PAVED MBROW DR SITE ROADWAY VARIES ! 8' 26 SL61 MAX. -SLOPE TO POND/SWALE OPE VARIES - .... . _ 24 24 _ y; __,.._... _ _,... �.._...4.1 MAX-_I� . M ... - _-. n. v« _. ....... r: ....... .> ,_... lye ,: al_ , _...1. ... _ .._ ..... ... LV EXIST. GRADE 1s 18 4' SHOULDER ®6% SECTION 'E' SWALE BOTTOM EL. VARIES 21.00 TO 20.00 8:1 MAX. TO MEET 22 Ig __N ORMAL -WATER., ! I .. _ _ ........_. _............... _.... ___.._ _ _ ELEVATION..._19.50._..._....... I 18 141 14 112 o a I= Q vi m N N O � O S w Z w 1nLu w a z O N C w a N o I fn = N Z N o o a Ss �S U J WQ�yq�Bk9 l� L' '!OB CN14 W8ot��3gW �w��00-JF"S�w con oo>o�wo�mPg w Ix aw==w0mzu3�ir wow Uwwakc�wrd ��a33 w�N3w�aiOva U a �. .1 M 0 Q � � 0 W O @� � rn C LL00 QCO Z '0 0 �M< � LLI Z o O z W r%� o >(0 ~ �/ / �.NO'Q- W Q1MT o W I- I_ti W::) Q n� ..I C�L,(j)ti 0 XX W Io-- > ZQ_5LL m W � � v \u U > 64 .3.. 01) 0 "J j Q ti Z 'jD'' Ln V,/U'� t- v iI rd �l O V Z L,J r-) w 17l � /D O V / r/ n LLJ = U - ry 0Z ry 01 z 0 F- IY Ld W m (L] JOSEPH W CH G FL. RE N0. ❑ JODA B. BI FL. G. NO. [IN AM P. ST01 FL NO. 5 DAT :MAY 0 1 SHEET C-1 ROJECT N 4-15 a �S- N 00 n CD CD O rn ai O f (M 0 Lh LO h�I SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GENERAL IT IS INTENDED THAT THE rW=A DEPARTMENT OF TRANSPORTATION STANDARD BPEC@LmnatiS FOR ROAD AND BRIDGE CONSTRUCTION% LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEM REFERS TO THE STATE OF ROMA AND ITS DEPARTMEi!1T OF TRANSPORTATION AND PERSONNIM, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THIMMY MAKING SUCH aM SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE 'Brun RD SPECIFICATIONS' FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE ?DOT ROADWAY AND TRAFFIC DESIGN STANDARDS'. LATEST REVISIONS. IF WITHIN THAT PARTICULR SECTIDN ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WOREMANIM MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY. STATE. AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL AM BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND IICENIM REQUIRED TO BEGIN WORK. THE CONTRACTOR OWL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSRR1! TO PROPERLY TEST AND INSPECT TINS COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL. WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRICCTED AT THE CONTRACTOR'S EXPENSE. CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF AiL BUILDING, TIMBER, BRUSH, STUMPS. ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK. BUILDING FOUNDATIONS. PIPER, ETC.. WITHIN TER LIMITS OF THE ROADWAY CONSTRUCTION. ALL AREAS WKEIE STRUCTURES TEL BE CONSTRUCTED INCLUDING PIPE CULVERTS. AND AS OTHERWISE DEPICTED IN THE PLUM. AIL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. GRADING THE CONTRACTOR SHALL PERFORM AiL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES. FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.2 Ft.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE AIL SHAPING. ROUGH GRADING, ROADWAY EXCAVATION AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD ELHANIOIENTS WITHIN THE LMITS DEPICTED IN THE PLANS. THE CONTRACTOR MULL BE REBPONSIDIE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SKED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER. ANY LOSS Or SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALT. BE REPLACED AT THE CONTRACTORS EXPENSE. SOD: SOD SHALI. BE ARGENTITE IRAiWA UNLESS 01THIRWISE INDICATED. SOD SHALL BE WEIL MATTED WITH ROOTS AND SHAII BE SUFFICIENTLY THICK TO BECUBE A DENSE STAND OF IIVE GRABS. THE SOD SHALL BE LIVE. FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS. 1►REE Or LARGE VOIDS. ROOTS. WIOIDS OR PATCH Or )OQSTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROILED THOROUGHLY. ALL SODDED AILS ARE TO BE WATERED TO KEEP ODD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST Or ALL THIN 13MANIO M CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BURRING PADS. DITCHES AND SWAM IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAMG NO MUM STUMPS. ROOT8,BRUSH,VEOETABLE MATTER, RUBBISH. OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. MATERIAL SELECT GRADE; "BILT.0. M-145 DESIGNATION A-1, A-9, A-2-4. (IffirERENCE F.D.O.T. INDEX 505) COMPACTION: 12- COMPACTED LIFTS. MINIMUM 98X MAXIMUM DRY DENSITY (AJLS.H.T.O. T-160). COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.). GRADING (PER LF. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. STAKING CONSTRUCTION STAKING SHALL BE THE RLSPONSIHILTY OF THE CONTRACTOR. STABUZaNG STABIIM SUBGRADE SHALL BE CONSTRUCTED TO THE YZARKDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND IJMTTS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 Or THE STANDARD SPECIFICATIONS. AIL STABH.IZED AREAS BHAKL B8 COMPACTED TO AT LEAST 9aX OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BABE COURSE THE AA SHALL BE CONSTRUCTED OF EITHER IDIEROCK MATERIAL IN ACCORDANCE WITH SECTION O11 OR CEMMM COQUINA SHELL MATERIAL IN ACCORDANCE VIM SECTION 915 OF THE STANDARD SPECIFICATIONS. LiIRROCE BABE SITAR, BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SIMI. BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL BABE SHALL BE COMPACTED TO AT LEAST 98X OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BABE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRIME AMID TACK COATS FOR THE BABE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (LC.S.C.) TYPE 8-I MOD A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN. Ii ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS. CURB AIL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS. AND IN ACCORDANCE WITH F.D.O.T. INDEX No. SOD. PROVIDE CONTRACTION JOINTS AT 10-TOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FELT. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH FD.O.T. INDEX No. SO4 T TESTING SHAWL SWAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT AIL REQUIRED TESTS ON EMBANKMENT.SUBGRADE. BABE. PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON WE ABOVE ITEMS. TAWS SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION 8RAI7, BE AS FOiLOWS: A. EMBANKMENT: (1) DENSITY TESTS BHABL HE TAKEN AT A MAXIMUM OF 1o,000 BF. INTERVALS FOR EACH is' LIFTS CONSTRUCTED. B. SUBGRADE (1) F.B.V L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000BF / 20.000ST OR CLOSER AS MIGHT BE NKCICSSARY IN THE EVENT Or VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) (a) DENSITY TESTS swL BE TAKEN AT INTERVALS OF NOT MORE THAN 6000 Br OR CLOSER AS MIGHT BE NECESSARY. C. I r.B.V / L..BIL (PER PLAN) TEST SNAIL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / ZO.GOOSF OR CLOSER or 3 / 1 PER JOB) 2) DENSITY TEBTB SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN WOO SF OR CLOSER AS MIGHT HE NECESSARY. D. PPE BACIQFIII: MI. (1)DENSITY TESTS SHAII, BE TAKEN AT A MAXIMUM OF 200 Ft. RMWARS. 1' ABOVE PPE, 1' BELOW GRADE. MIN.. (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTAIIED. F. BUILDING PAD: (1) A8 SPECIFIED IN ARCHITiCTUBAI, PLANS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLEAN-UP THE CONTRACTOR MUST PROVIDE CIIfAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION Or THE PROJECT. THE BITE MUST BE LEFT IN A NEAT, CLEAN. GRADED CONDITION. DRAINAGE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS Or THE FLORIDA. DEPARTMENT Or TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF WOO PSL ALL. RKIIFORCING BTICM TO BE ASTM A 615-72 GLADE 40. FY - 40.000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 818-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST ILNIls•I8 AIL STORM INLET'S S13ABL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO lDOT DRAWINGS IN THE WOT ROADWAY AND TRAFFIC DESIGN STANDARDS', LATEST EDITION. TYPE I PORTLAND CEMENT BRAT-1 BE USED IN THE CONCRETE ME. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSI. CULVERT PIPES REINFORCED CONCRETE PIPES (R.C.P.) SHALL. BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THIS STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACK7111MG OVER PIPE CULVERT AND STORM SKWERS SHALL BE COMPLETED IN MAXIMUM 6- LIFTS. TO A POINT 12- ADM THE PIPE. AND IN 19" LIFTS BEYOND. COMPACTED TO A MINIMUM OF 98X OF MAXIMUM DRY DENSITY. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED. ALL. CONCRETE SHALL HAVE A MINIMUM COUPRL9ffiVE STRENGTH AT 28-DAYS OF 3000 PSL AIL WORK SHALL COMPLY WITH 'TIM CURRENT EDITION OF THE AMERICAN CONCRETE INSTTT1T1 C (ACI) BUILDING CODE AND THE APPLICABIC BUILDING CODES HAVING JURISDICTION IN THE ARiA. RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMER WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SIi1IL INCLUDE, BUT ARE NOT LLiMTTTED 70. HORTLONTAL LOCATION, BMW AND TOP ELEVATIONS OF CULVERTS. SEWER MANHOLES, DRAINAGE STRUCTUI= INIETB, AND UTILITY MAINS CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION Or PROJECT AND PRIOR TO FILL INSPECTION AND 70" PAYMENT. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/A8-BUILTS. THESE DRAWINGS FRAIL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WIIL AS ON SIGNED/SEALm HARD COPIL9. TEX AS -BUM MUST MEET I.R.C. VffiJTY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUI TS. INCLUDING TIES To STATE PLANE COORDINATES. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED. A. PRIOR TO ANY MAJOR DEVIATION FRDM THE APPROVED PLANS. B. PRIOR TO HACKFHMG ANY PIPE' THE NCHEB. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. UPON B6tGINNICG Or SIFItEAD1NG Or Roar IMASE MATERIAL. E. UPON COMPLETION OF GRADING AND COMPACTIDI4 OF BABE MATERIAL AND PRIOR TO TIDING. F. IMMEDIATELY PRIOR F AND UPON OO APPLICATION OF A CS.C. G. UPON COMPLETION Or CONSTRUCTION. INSPECTION NOTIFICATION: THE REtPECIIYE COUNTY DIVISION 8HAI7. BE ROTIFER, IN TINTING. 11fIH COPIISB TO THE COIOMNJIBPTY DEVELOPMENT , DIVISION B THE COUNTY DIMENT AND COMPLETION OF THE WRITING. WITH ITEMS OF TO THE COMMUNITY I THAT AN B8®LIE IiSPECTION CAN HE PERFORMED TO ENSURE CONSTRUCTION IN CONFORMANCE WPlH SAID APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS AND THE REQUIREMENTS OF CHAPTER 913. IF THE COUNTr NOTIFIES THE DEVELOPER THAT NO COUNTY INSPECTOR IS AVAILABLE TO INSPECT WITHIN FORTY-EIGHT (48) HOURS OF AN INSPECTION REQUEST AND IF ♦ DELAY IN INSPECTION WOULD CAUSE A DELAY IN THE PROJECT. THEN THIS REQUIREMENT MAY BIC MST BY SUBMISSION OF A CERTIFICATE FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED IN ACCORDANCE I= THE LAND DEVELOPMENT PERMIT. 1. TATER LINE AND SANITARY SEWER LINES PRIOR TO 11ACKF111=0 OTH1TE8 DIMONN) L STABIORD SUBGRADE (PUBLIC WORKS DIMON) s. CURB AND CONCRETE WORE (PUIWJC WORKS DIV18I 4. ROADWAY BASE TIRED DIVISION) 6. SURFACE COURSE (PUBLIC TORN DIVISION) 0. PERMANENT REFERENCE MONUMENTS AND PZHMIANENT CONTROL POINTS (PUBLIC WORKS DIVISION) THE FAILURE TO NOTIFY THE MPZCITVE DIVISIONS Or THE COMOMINCEIENT AND COMPLETION OF CONSTRUCTION OF SUCH ITEMS SHALL BE GOOD CAUSE TO REFUSE TO ISSUE A CERTIFICATION OF COMPLETION UNTIL SUCH FURTHER INVESTIGATION B CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT. ALL WATER AND SEWER IMPROVEMENTS MUST BE IINSPECTiD BY THE MUM RIVER COUNTY VTIiTEB DIRECTOR OR HIS REPRESENTATIVE OR THE APPROPRIATE MUNICIPAL OR PRIVATE UTILITY REPRESENTATIVE PRIOR TO BACEZILICG [913.07(6)(11)]. WARE R17ZWCES ARE HARE TO ROADWAY CONSTRUCTION. iris nfTENDED TO MDICATE CONSTRUCTION FOR ROADWAYS AND/OR PAR113NG IiOTS/DR1V1WAYS. TRAFFIC/PAVEMENT MARKING NOTES: 1. ALL PARKING SPACE MARKINGS WITH TlE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN VMS REFIECTORIZED TRAFFIC PAiNT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT Or TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991. SECTION NO. 710. L AIL. HANDICAPPED PARKING SPACES SHALL LE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 173246. 9. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION ASITEpN� 4. STODDAIM TO BE PAINTED. USE EXTRUDED OPP BARS SHALL DR CUSE EXTRUDED TYPE. DIRECTION ARROWS(ALKYD BABE THERMOPLASTIC. 5. AIL SIGNS AND PAVEMENT WARNINGS SHALL HE IN CONFORMANCE WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM[ TRAFFIC CONTROL DEVICES. 0. ALL PAVEMENT MARKINGS FOR THE PROPOSED ROADWAYS SHALL BE EXTRUDED TYPE AIICYD BABE THK[I[OPLASIIC AND SHALL BE IN ACCORDANCE WITH THE MEDIA, DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711. 7. SPECIAL WAYt12M (CR089 TALE, STOP BARS. ROADWAY CONTINUOUS STRiPIiG, THRU ARROWS. PAVEMENT MARKINGS FOR TRAFFFIC SEPARATORS, RTC. SHALT. IE IN ACCORDANCE WITH THIS F.D.O.T. IND1E$ No. 17840. SIGNS• 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. $. AIL ffitGMIB BIIAIL. BE TYPE 'C' SINGLE COLUIIi GROUND ffiGIi3 IN ACCORDANCE WITH F.D.O.T. IICDEX No. 11800, 11809, 11006. WIND LOAD SHAH, BE ZONE 3 (80 M.PJ3.). S. AiL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. MIX No. 17302. FLORIDA DEPARTMENT OF TRANSPORTATION NOTES: 1. ALL MATERL(IRS� AND CONSTRUCTION WlfiBi FDOT RIGHT-0NS [FI-WAY BBABL CONFORM N THE FT►OT ROADWAY AND TRAFFIC DESIGN 2. THE �CANTB E=a= RESPONSIBLE FOB NSTRUOUCTIOAN LNS"CED.TTSDN IM10 AT INSURE MA INCE OF TRAFFIC PLAN (MOT) FOR T!E PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FOOT INDEX NBIBEIE 800 8E[tIF5 AND THESE DOCUMENTS. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES F'OH STREETS AND HIGHWAYS (U.8 DEPARTMENT Or TRANSPORTATION, FHWA). 8. AT THIS END OF EACH WORK PEIWOD ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL. WAY OF THE STATE ROAD SHALL BE BACEFI LED IN ACCORDANCE TIM STANDARD 12 OU OR SHALL. BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 4. IF THE PERMITTED WORE IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR D18ASTER EVACUATION ROUTE. THE APPLICANT, AT THE PIE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT. AS PART OF THIC TORS PLAN. AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS EVENTUAilTIFS SUCH AS HURRICANES. 6. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIMON, HAVING JURISDICTION OVER TLE PROJECT AT LEAST 48 HOURS, BEFORE ANY EXCAVATION WHiIi THE FOOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. S. THE LOCATION OF E>I6TTdNG WJTIILTE9 BROWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL. BE DETERM@iED BY THE CONTRACTOR DURING CONSTRUCTIOON. FZOCATION OF UTIITES SHALL BE COORDINATED WITH UTILITY COMPANES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR.. CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE REPOSE ANY RIIOCATION. 7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THIS FLORIDA. DEPARTMENT OF TRANSPORTATION LOCAL MAICTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE TELEPHONE NUMBER I8 561-405-7398 OR 1-600-300-6286. 6. THE APPLICANT AT THE EARLIEST COMMIT TIE SHALL ROM IN WRITING AIL MOT -OF -WAY USERS AFFECl'ED BY THE CONSTRUCTION OF THIS PROJKCT. 9. AiL CURB CUT RA MPs MUST ]PACE IN THE DIRECTION OF PEDESTRIAN TRAVEL 10. AT THE END OF EACH WORK PERIOD. ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL BE BACKFILRD IN ACCORDANNCE WITH STANDARD INDEX 600 OR SHALL RE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WAIL AT THE CONTRACTORS EXPffiCSE. IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COV1QtED WHEN LANES ARE NOT CIO=. NO LANED ARE TO BE CLOSED BEI►ORE 9:00 AM AND ALL LARCB9 ARE TO OPENED BY 4:00 PML 12. PAVEMENT SPECIFICATION: MATCH ECBTIING TYPE AND DEPTH OF ASPHALT TO S 1/2- MAXIMUM. INCLUDING FRICTION COURSE. EROSION CONTROL NOTES 1 1. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a fret step in any land -disturbing activity and shall be made functional I before t shall land constructed disturbance taken place. 2. All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary sotsconstructed stabilization shall applied to denuded areas within oaten days after final grade is reached an any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction of the project, soil stock piles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project alto. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. i 6. After any significant rainfall, sediment control structures will be inspected for integrity. Any damaged devices shall be corrected immediately. 7. Concentrated runoff shall not flow down cut or flil slopes unless contained within an adequate temporary or permanent channel, flume or elope drain structure. 1 8. Sediment will be prevented from entering any storm drain system, ditch, or channel. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot 1 enter the conveyance system without first being filtered or otherwise treated to remove sediment. 9. When work In a live watercourse Is performed, precautions shall be taken to minimize encroachment, I control sediment transport and stabilize the work area to the greatest extent possible during construction. nc o II sediment control at be rovTded to ensure 10. Periodic inspection and maintenance f a t on I mu p intended purpose is accomplished. The Developer, owner, and/or contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition i 6. the and of each working day. 11. Where construction vehicle access routes Intersect paved public roads, provie(ona shall be made to minimize the transport of sediment by tracking onto the paved surface. Where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control 1 disposal area. Street washing shall be allowed only after sediment to removed in this manner. This provision shall apply to individual subdivision Iota as well as to larger land -disturbing activities. i 12. All temporary erosion and sediment control measures shall be removed within 30 days after final site I stabilization or after the temporary measures are no longer needed. i 13. Properties and waterways downstream from construction sites shall be protected from sediment deposition and erosion. 14. Erosion control design and construction shall follow the requirements to Index Nos. 101. 102, and 103 of FDOT Roadway and Traffic Design Standards. , Anchor Bales With 2 - 2" x i x 4' Sidewalk-' Stakes Per Bale. Riser 7 0 - � n.. Ditch Ditch Curb Nk Gutter �--Curb a� c;a,tt� -- PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES, IZA.� Limits Of Construct( j�j Sod As Require ?----Silt Barrier ' MAXIMUM TRENCH WIDTH 2 X PIPE DEPTH + W j oz i O I i PLACE AND COMPACT � IN 6" LIFTS. W �, v PIPE O.D. + 24 o MAXIMUM WIDTH q� 12" 12" o �0,, MAX. ; I •MAX7 CAI A =t a d I HAND PLACED SELECT MATER LOWER QUADRANT TO BE SHAPED TO RECEIVE PIP BELL AND BARREL. NOTES: 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2) BACKFILL TO 12" MAXIMUM LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED SURFACES AND 95% COMPACTION UNDER OTHER SURFACE AS ESTABLISHED BY A.A.S.H.T.O. METHOD T-180. INVERT TYPICAL TRENCH DETAILS NOT TO SCALE I; 8' 15' 1 1' ACCESS AREA TOP OF BANK 8:1 MAX ELEV 22.25 CONC. JACKET AT 4' AT CONNECTION OF DISSIMILAR PIPE - - ELEV 19.50' 4: 1 2' i • •• _ 15" ADS N12 TO SWALE 2 7 20 LF BIT. ADS N 12 COATED CMP A 20' LENGTH OF CMP I, MUST BE USED AT ALL E OUTFALLS IF RCP OR ADSN12 PIPE IS USED ON -SITE SECTION 'E' .5' 1 I SOD ADJACENT TO ALL MITERED ENDS 50' On (;enters (Typ.) GRADE i1 ' 50' Max. 50' Max. ` Anchor Bales With 2'- 2- x 2' XLP�N Overlap Ends ZZ/► � • .. �� °0°� o , - - - � Stakes Per Bale. I •• aDDLaONAL RTrrtnoK:cDTa ►. ► i eARv tfnzm AT r1T: • .. ► . f ? °taAiF1c°HEA RLAR To ' : ► _ _FM Slope 24 3/4- sad Ditch Sotto Inlet �. ELEVATION ` • • E Median Ditch � > .' ' ••'' ooaa . � • • 10 T - TO BE USED AT SELECTED SITES WHERE THE � � ' •► •• o 0 0 0 • - - ---r - 0 2=7=-S1It Barter NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE � •. c' • �' • 00 0 0 •, , ► �o. Ditch � ' . •, ooao 'M Cross Drain- -► ' •' ' I Anchor Bales With 2 - 2' x 2' x 4' '• •' 1.. ' •► ► ' • 50' Max 50 Max. Fl-.°w r; IIIFB! ► ' ndwall � Silt Barrier Balsa To But# � •" b . Stakes Per Bale. • ►• . E •► • t{jt ! PLAN -0- unmiluY A8 e- e' II aJ. D>IO. NO. 410, L 22 Um(ta Of Construction 8' Min EEqq°�• �0u C0�• 11TYERS MARXID DRMDUW DITCH INSTALLATIONS AT DRAINAGE STRUCTURES FlII Slope °B �°' ELEVATION TOP VIEW ELEVATION NOTE: I. a/r CRa>1r� STONE FOUNDATION FOR A UDMMM DZ`TH OF 12' ffiLiL DE PROVIDED. TO BE USED AT SELECTED SITES WHERE THE L AIL DRAMON MANROLES TO HE CONBTBUCTSD IN AC°ONDANfE WITH STBUC URAL BOTY°1ai, TYPE P AND J, F.D.O.T. NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE STANDARD RIDE£ No. 200, RITE YANHOLZ TOP TYPE 8, F.D.O.T. STANDARD DIDEX No. 201. Woven Filter Fabric In Absence of _ TYPICAL DRAINAGE JUNCTION MANHOLE Established Grass (Approx. 12' x 12'). Secure Edges By Entrenching And BARRIERS FOR FILL SLOPES Extend Under Bags and Balsa. Fabric v Shall Meet The Requirements Of 1 Section 985 Of The Standard 1 Sand BagMANHOLSpecifiE- Extend Cost n Fabric To Be Included In The Contract Unit Price ___..___-_.._..__..-_....-__..____ _.._,�_-„-----„_„____»,,,,,,,,__..___-.. 5' Min. For Baled Hay Or Straw, TN. DEPTH Strata PEN DESCRIPTION OF 1N FEET FROM -TO READINGS SOILS -----------------„------___-__------------__---------------- ° Loose Soli Placed B Shovel And Lightly ° Loose Soil Placed By Shovel And Lightly Compacted Along The Upstream Ede ID� Compacted Along The Upstream Edge Of Balsa. 0` 0 29 Gray Sand PLAN of Boles. PLAN i Rail Post -1- 20 19" - 72 Brown Sand ^2- 32 ' T 1' Mtn. Recommen ft 1' Min. Recomm d Anchor Lower Bales With 2 - 2" x 2- x 4' Stakes Per Bate. Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bale /� _ 1 t1 j Anchor Top Bales To Lower Balsa With 2 - 2- x 2' x 4' Stakes Per Bala _3_ 28 ELEVATION ELEVATION Application and Spacing: The use of TTyypeat At If bale barriers should be limited to the conditions outlined• In ('.ha'rt I, Sheet 1 of 3, Index No. 102 -4- 3Cx TYPE �' TYPE I j BARRIER FOR UNPAVED DITCHES . Post Options: _5_ �93 Wood 2 MinJO Wood 2" x 4' � Optional Poet Poeitlo ' " Principle Post Position I Oak 1 J"x 1 �" ' Filter Fabric (In c°„ (Canted 20' Toward Flow) -6- __ AO___-_______ Steel 1.33 Lbs/Ft. Mi ` 8' Mox. - �----------------------------------------- Conformance With ' Sec. 985 FDOT Spec.) > E � Filter Fabric Water Table: 35" Below Existing Grade Slit Flow Sob #; KSM 48845-iha I ' E � N 00 P ELEVATION SECTION Note Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). DEPTH Strata 'PEN DESCRIPTION OF TYPE NNN SILT FENCE IN FEET FROM -TO READINGS SOILS -•.4 -d' ` -0- 0" - 12" Gray Sand + �` q•, �► silt Flow �. -1-------,----------3Q"----------24------------------------- Gray Sand - Brownish .., ♦ ?� •, � _ -2- 36 Note: Spacing for Type NNN Fence to be in Type NNN Silt Fence Protection accordance wit Chart N, Sheet 1 of 3 Around Ditch Bottom Inlets. and ditch installations at drainage 30" 72 Brown Sand structures Sheet 2 of 3. -3- I 30 Do Type NNN Silt Fence � Do not deploy in a manner that alit fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barters I i 1 used at permanent bodies of water. � -4- 50 SILT FENCE APPLICATIONS .. 1 I . EROSION CONTROL NOTES • -5- j �e • - All turbidity, erosion, and sedimentation controls shall be in accordance with `Best Management Practices' as described in the Florida Land Development Manual: A _5_----------------------------- 56___________.._.,_________-,..___ Guide to Sound Land and Water Management. . - Reference F.D.O.T. Index #102. water Table: 33" Below Existing GT:ade Job #: KSM 48845-2ha EROSION CONTROL DETAILS- N.T.S. LAKE CONTROL 2'-4" 2" 11" 11" 2" " x 2J_ 2'-4 . ....... T I . [.r- LAKE BOTTOM ELEV 8.50' IRON GRATE Approx. Weight 235 Lbs. VARIES (8' MIN.) -{ � 7j LIMITS I OF I SOD OF SOD I � 2z ran O� O O Ala O o T N� 1 z 1 TYPE "C" CAST ib" ADS N-12 PIPE INVa17.0FT INV 20.50 =--�-- _ 3" W WEiR L�� iNV - 19.50' 3"WX2"H ORIFICE OP - 21.00' --- - - - - - - - - - N 4" W WEIR 5' _ uMlrs OR EO F DRIVEWAY AY SOF OD OF LIMITS I 3~ W X 2~ H � 5oD ORIflCE 37" P�>v vlEw 24" X 37" � I 4" 8" MIN. B' CONST 3' CONC EXTENSION PER FDOT 273, FOR SIDE DRAINS I CULVERT TYPE PER PLAN SIDE DITCH GRADE -u ~ I_ _ -F� 16�°A. 1� PIPE INV 17 0 FT BC EX BIT. COATED CMP SHALL BE USED AT ALL SEE FDOT INDEX N0. 272, 273 AS M.E.S. SECTIONS FOR ADS CULVERTS APPUCABlF FOR CONSTRUCTION DETAILS CONC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, RIMERS., TRANSITION (FORMED METAL BAND) ETC. DEPEND TYPE AND DNA OF PIPE. SHALL BE USED TO COUPLE THE PIPES. SIDE DRAINS: FDOT INDEX 273 CROSS DRAINS: FDOT INDEX 272 i MITERED END SECTION N.T.S. :L 16.00' , SECTION CONTROL STRUCTURE DS-1 MODIFIED TYPE 'C' INLET DETAIL N.T.S. NOTES: REFER TO FDOT STANDARD INDIX NO. 232 FOR ADDITIONAL NOTES, DETAILS AND DIMENTIONS FOR TYPE C INLET Depth i slows/ SPT-N in Ft. Description of Soil 6 in. Value -O- GraySand -L- ------------------------------------- --------------------- Brown Sand 5 -2- 5 10 -4- 9 9 14 K-� _ _5___________________________!--_-------g---- _-_-__-_-_-__-_ .f� Dark Brown Sand 4 "6^ 3 7 -?_----------^-----_..«_....._.._-___- 3------------------- - -- Brown Sand 2 -6- I 3 5 -9- I 4 b -BQ- 7 3.0 -lI- 6 6 -23- 6 7 I -14- ------------------------------------- 9---------- 13--------- water Table: 35" below existing surface Job # KSM 48$5-2b Depth Blows/ SPT-N in Ft. Description of Soil 6 in, value -0- t3ray Sand j -1- ---------------------- ---- •----------5-------------------- Brown Sand 5 -2- 5 10 -4 9 14 B _ -5- ------- '--` Dark Brown sand -----i--------•-48-------------- _6- I 3 i 7 -7- --------------------- -------------------- Brown Sand 2 'g- 3 5 -9- 9 6 -22- 7 11 -23- S i Water Tablet 35" below existing surface Job #KSM 98895-2b LO O � 0 y c d E O � V) n m W � oLO U (4S tri Z N 3 v 3 o o Z W 22 Ss C9 3 U v Wo�o� � e ZW�0 Z-3-ZttUnnn o zOF�oo��m�g a-�oo a wK= X0 a'20=0 �a��w�N3w�ac� V W(O CNI c 0 W Elf rn C Q J ❑ w W2 m OLIT Z O Cn r o 2C) III- Q 00 h J L_N W C� }.- z m W WN v > O W of 0 Z 1` U ¢ N ❑ Zv VJ V 86z Cn 0 Q U to 0 LLj P n U z0 � U P] JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH 6. FL RE NO. 39 ❑N1W P. ST FL G. NO. 5 0 AAY p1go SHEET C-2 PROJECT N . 4-15 O n EXISTING STORM DRAIN MANHOLE TOP EL= 22.13' E. INV. EL=18.20' (24" RCP) S. INV. EL=17.77' (36" RCP) N. INV. EL=17.73' (30" RCP) S.W. INV. EL=19.06' (18" RCP) - N.W. INV. EL-19.02' (18" RCP) I / 1 I I / ZONING PUB / 2. FILL SITE EXCEPT FOR TEMPORARY SEDIMENT BASIN AND ZONING RMH SWALE IN AREA NOTED. SEED/STABILIZE BASIN AND SWALE 3. FILL EXISTING LAKE. ONCE FILLING BEGINS, / PRIOR TO USE. PLACE HAY BALES OR SIMILAR DEVICES AS INTO TEMPORARY SETTLING BASIN. / REQUIRED TO REDUCE TURBIDITY TO ACCEPTABLE LEVELS. EXCAVATE PERMANENT LAKE, SOD BANKS IMM CONST. ERROSION BARRIER INSTALL PERMANENT OUTFALL STRUCTURE AFT / WATER HAS SETTLED TO < 29 NTU's. ON PROPERTY LINE ENTIRE PERIMETER, SEE DETAIL T _ _ I; CONST. ERROSION BARRIER ON PROPERTY LINE 22.25 II 1 ENTIRE PERIMETER, SEE DETAI -------19.50 —17.50— EWA ER------8.50------.----� �� 22.50 ZONING CG �o N ,. 0 / ; N PROPOSED R NTIOON 'o t POND TO .95 AZT I, X / `so\ EDGE OF WATE o sp \0�7�� A�� II 1t INS EXIS G STORM ER Xr . \ \ •' ) / / / ONNPROPER OY1L N BARRIER ENTIRE PERIMETER, SEE DETAIL PROP S'ED LE 21.0// / / EXISTIN ING WATER SERVICE \ \ \\ / DRAT GE STRUCTURE TO EL- 21.50' gt. / . INV. EL=17.92' (24" RCP) INVERT N. INV. EL=17.83' (30" RCP) j / EL19.24/' E. INV. EL=17.85' (24" RCP) r .= 44 L.F. TEMPORARY � 12" CMP CULVERT INVERT N. INV. 20J4 EL.=18.97' S. INV 20.92 EXISTING / DRAINAGE STRUCTURE / TOP EL= 20.80' FM UNDER v STORM / r co / EXIST. FIRE O / HYDRANT / X. —CONST. ERROSION BARRIER / ON PROPERTY LINE ENTIRE PERIMETER, SEE DETAIL LEGENI PROPOSED DRAINAGE INLET EXISTING SPOT ELEVATION 24.90 PROPOSED SPOT ELEVATION 0 PROPOSED DRAINAGE MNHOLE �— 26 PROPOSED GRADE /CONTOUR DS-1 DRAINAGE STRUCTURE LABEL PROPOSED DRAINAGE FLOW DIRECTION N PROPOSED DRAINAGE PIPE cv EXISTING FIRE HYDRANT PROPOSED FORCE MAIN PROPOSED WATER MAIN (BY OTHERS) (BY OTHERS) SEQUENCE OF DEWATERING ACTIVITIES 1. DEWATE.R EXISTING LAKE DIRECTLY OFF SITE, TAKING CARE TO TURBIDITY AT EXISTING LEVELS. 2. EXCAVATE / FILL AROUND TEMPORARY SEDIMENT BASIN / SW INSTALL TEMPORARY 12" ADS DRAIN FROM BASIN TO WIMBROW DRIVE ROW SWALE ON SW CORNER OF SITE. INSTALL TEMP. 1239 ADS W/ BAFFLE BETWEEN TEMP BASIN AND SWALE. PLACE HAY BALES AS REQUIRED ''TO TO REDUCE TURBIDITY TO ACCEPTABLE LEVELS. ESTABLISH GRASS PRIOR TO USE. 3. FILL EXISTING LAKE, ONCE FILLING BEGINS, DEWATER', INTO TEP SEDIMENT BASIN. EXCAVATE PROPOSED LAKE. DEWATER INTO TEMP. SEDIMENT B INSTALL PERMANENT OUTFALL AFTER WATER HAS CLEARED TO < 29 NTU's. SOD BANK IMMEDIATELY UPON COMPLETION. MAINTAIN ALE. �PORARY ASIN. FL I o U7 = fn ZZ (V 0 Z W W 2 W O O O U O xC r_ w U W O V1 p Z4 NFOW K 4!0 z,�',-�o�Qa.'-s i .4i<cxCzz .og zoo' o8woxm!- z� r..� rl- pof v- 1,IZ,.��WwZ3�� ad tom-9w wo-�c�w�a !--a3'sw�!r3w�n.o d. (o� M � _I < J j — Q tD C] w oZt Ua Zt LL 00 SzoOw �ow- O zop0w r~n �o> v ! co cO) I¢ o d" ,w,xx 0) W 2oWo < 0 W C) Z < J u- M J w W N W Q > Cfl I O � Q � D co Z I� v z O V) z O .0 III I w n \J O z Iy ry �-- iw— z a0 3 Ld III w = U Oz Of —o — O zU)M Jw� O [I JOSEPH W. SCHULKE FL. REG. N0. 47048 ❑ JODAH BI LE FL.R NO. 7 ❑ WILLI M P. STO D FL. EG. NO. 6 DAT :MAY 200 SHEET C-3 ROJECT N 4-155. A SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THE FOLLOWING INFORMATION (REFERENCE SHEET C-3 AND THE FOLLOWING): 1. DRAINAGE PATTERNS - SEE ATTACHED SURVEY (EXISTING) AND SHEETS C-1 AND C-3 (PROPOSED) 2. AREAS OF SOIL DISTURBANCE - SEE SHEET C-3. 3. OUTLINE ALL AREAS THAT ARE NOT TO BE DISTURBED - SEE SHEET C-3. 4. THE LOCATION OF EXPECTED STABILIZATION PRACTICES - SEE SHEET C-3. 5. WETLANDS AND SURFACE WATERS - SEE SHEETS C-1 & C-3, AND ATTACHED SURVEY. 6. LOCATIONS WHERE STORMWATER MAY DISCHARGE TO A SURFACE WATER OR MS4. SEE SHEET C-1. 7. DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY: -CLEARING, EXCAVATION AND SITE IMPROVEMENTS OF 4.549 ACRE UNDEVELOPED PROPERTY FOR THE ULTIMATE DEVELOPMENT OF A COMMERCIAL SITE. 8. DESCRIBE THE INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES; ON -SITE 1.) INSTALL SILT FENCE AROUND PERIMETER. 2.) CLEAR IN VICINITY OF THE TEMPORARY SEDIMENT BASIN, AS SHOWN ON SHEET C-3. 3.) DEWATER EXISTING LAKE DIRECTLY OFF SITE BEFORE FILLING. 4.) FILL AROUND TEMP. SEDIMENT BASIN / SWALE. THIS WILL SERVE AS THE TEMPORARY SETTLEMENT POND FOR ON -SITE DE -WATERING OPERATIONS. 5.) FILL EXISTING LAKE, DEWATER INTO TEMP. SEDIMENT BASIN. 6.) ALL DEWATERING ACTIVITIES DURING CONSTRUCTION (UTILITY TRENCHES, ETC.) AND STORM RUNOFF SHOULD BE CAPTURED/TREATED BY DETENTION IN THE PROPOSED LAKE. OFF -SITE 1.) INSTALL SILT FENCE AT DOWNGRADIENT SIDES OF CONSTRUCTION/CLEARING ACTIVITIES. 2.) DO NOT CLEAR OR EXCAVATE UNTIL ON -SITE DRAINAGE SYSTEM IS COMPLETED. 3.) INSTALL DRAINAGE STRUCTURES AND PIPE CONNECTIONS TO ON -SITE LAKES. 4.) COMMENCE CLEARING OF DITCHES/GRADING OF RIGHT-OF-WAYS. DE -WATER AND GRADE POTENTIAL RUN-OFF TO DRAINAGE STRUCTURES (TO DRAIN TO ON -SITE LAKES). 5.) SEED GRADED AREAS IMMEDIATELY, MAINTAIN SILT FENCE. INSTALL HAYBALES OR OTHER MEASURES IN SWALES. SOD SWALE BOTTOMS AS SOON AS POSSIBLE. 6.) MAINTAIN ALL FACILITIES REGULARLY. 9. TOTAL AREA OF THE SITE: 4.549 ACRES 10. TOTAL AREA OF THE SITE TO BE DISTURBED: 4.549 ACRES 11. EXISTING DATA DESCRIBING THE SOIL OR QUALITY OF ANY STORMWATER DISCHARGE: 12. DRAINAGE AREA SIZE FOR EACH DISCHARGE POINT: -TOTAL BASIN, 4.549 ACRES - DISCHARGE POINT AT S.W. CORNER OF SITE (DS-3). 13. LATITUDE. AND LONGITUDE OF EACH DISCHARGE POINT RECEIVING WATER OR MS4 FOR EACH DISCHARGE POINT: LAT LONG N.E (AT DS-103) 27*34'46" 80*25'18" BEST MANAGEMENT PRACTICES (BMPS) AND MEASURES THAT WILL BE IMPLEMENTED AT THE CONSTRUCTION SITE AND TIME FRAMES IN WHICH THE CONTROLS WILL BE IMPLEMENTED. SEE DETAILS AND NOTES, SHEETS C-3 & C-4. THE CONTRACTOR WILL USE HAY BALES, SILT FENCE, FiLTER BARRIERS AND OTHER BMP'S, SEE DETAIL THIS SHEET. 1. TIME FRAMES: A. PRIOR TO ANY LAND DISTURBANCE: 1. PLACE SILT FENCE AT PROJECT PERIMETER AND ADJACENT TO ALL WETLANDS AND/OR OTHER SURFACE WATERS NOT TO BE DISTURBED. 2. PLACE SILT FENCE AND/OR TURBIDITY BARRIERS AT OUTFALL DITCH - SOUTH WEST OF SITE. 3. CONSTRUCT HARD SURFACED ACCESS DRIVEWAY INTO SITE. (GRAVEL/ROCK) B. DURING INITIAL CLEARING OPERATIONS: 1. MAINTAIN SILT FENCE AND TURBIDITY BARRIERS. C. DURING EXCAVATION: 1. CONSTRUCT PERIMETER BERM. STABILIZE WiTH GRASS INMEDIATELY. 2. STABILIZE (SOD) BANKS IMMEDIATELY UPON COMPLETION OF TEMP. SWALE AND BASIN. 3. CONST. TEMP. BERMS AROUND PERIMETER OF LAKE AND PROVIDE TEMPORARY PVC OR ADS PIPE/DRAINS TO LAKE TO CONTROL STORMWATER RUN-OFF AND PREVENT LAKE BANK WASH -OUTS. 4. STABILIZE ALL DENUDED SOILS WITHIN 7 DAYS THAT ARE EITHER AT FINAL GRADE OR ARE TO BE LEFT UNDISTURBED FOR MORE THAN 30 DAYS. 5. STABILIZE SOIL STOCKPILES. D. DURING UTILITY WORK /DRAINAGE WORK: Fd 1. DE -WATER INTO TEMP SEDIMENT BASIN. 2. BACKFILL ALL OPEN TRENCHES AT THE END' OF EACH DAY. 3. CONSTINUOSLY MONITOR AND REPAIR AS NEEDED, ALL SILT FENCE, HAY BALE N BLOCKS, TURBIDITY BARRIERS AND OTHER BMP'S. 4. PROVIDE SILT FENCE /HAY BALES AS REQUIRED AT INLET GRATES. 00 N E. DURING ROAD WORK: 0 N 1. PROTECT INLET TOPS W/ SILT FENCE /HAY BALES. M 2. REMOVE DEBRIS OR OTHER ACUMULATION OF SILT/SEDIMENT IN INLETS/PIPES. 3. PROVIDE SOD STRIP ADJ. TO B.O.0 OR E.O.P. IMMEDIATELY AFTER PAVING. 2. TEMPORARY AND PERMANENT STABILIZATION PRACTICES: u -TEMP. - HAY BALES/SILT FENCES PER PLAN. v o, -PERM - SEEDED/MULCHED, SOD, CONTROLLED GRADING AND DRAINAGE TO DETENTION BASIN. 3. STRUCTURAL CONTROLS TO BE IMPLEMENTED TO DIVERT STORMWATER FLOW FROM: c -TEMP DISCHARGE DITCH W/HAY BALES fa -TEMP DRAINS TO LAKE a, -TEMP BERMS AT LAKE PERIMETER -PERMANENT BERMING AT SITE PERIMETER. -PERMANENT DETENTION POND. 3 4. ALL SEDIMENT BASINS TO BE IMPLEMENTED FOR AREAS THAT WILL DISTURB 10 OR MORE ACRES AT ONE TIME. THE SEDIMENT BASINS (OR AN EQUIVALENT ALTERNATIVE) SHOULD BE ABLE TO PROVIDE 3,600 CUBIC FEET OF STORAGE FOR EACH ACRE c DRAINED. E -TEMPORARY SEDIMENT BASIN TO BE CREATED IMMEDIATELY AFTER CLEARING FOR THIS PURPOSE. IV 5. PERMANENT STORMWATER MANAGEMENT CONTROLS SUCH AS, DETENTION OR RETENTION -1 SYSTEMS OR VEGETATED SWALES. 6 -WET DETENTION SYSTEM INCORPORATED AS PERMANENT BMP FOR WATER QUALITY CONTROL. 3 6. DESCRIBE IN DETAIL CONTROLS FOR THE FOLLWING POTENTIAL POLLUTANTS, WASTE DISPOSAL• -ON SITE WASTE WILL BE CONTAINERIZED. Ln 7. OFFSITE VEHICLE TRACKING: -PROVIDE HARD SURFACE AT TEMPORARY DRIVEWAY (GRAVEL/ROCK) 8. APPLICATION RATES OF ALL FERTILIZERS, HERBICIDES AND PESTICIDES: o N/A 0 9. STORAGE, APPLICATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES: N/A E 10. DESCRIPTION OF THE MAINTENANCE PLAN FOR ALL STRUCTURAL AND NON-STRUCTURAL N CONTROLS. -CONTRACTOR SHALL INSPECT AND MAINTAIN ALL CONTROLS DAILY. Ln -ENGINEER SHALL INSPECT PERIODICALLY. (BI-WEEKLY, MIN.) E s ac' In Ln V ITS V i Anchor Bales With 2 - 2' x 2' x 4' �III� Sidewalk Stakes Per Bale. Op ry�pryry s�ppryry ��ryrypp�� ggpp Rteer--111411iWIILIHWIultlllllll� /-Aprons Ditch - - Ditch ////'1111911I9IIBIIIIVInP1nl "-Curb carter a fll@dll�lllnln�lll( curb & Gutter - � -- BI�IIi�U11111N11111111111V� PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES a' m Limits Of Consiructl ' li,ij Sod As Require 0n 50 On Centers ( Typ. ) -- -- I _•---Sllt Barrier 50' Max. 50' Max. Anchor Boles With 2 - 2' x 2' x p �A ^ Overlap Ends Stakes Per Bale. fff/ ' � -Fill Slope Sod Ditch Botto Inlet ELEVATION !- Medlon Ditch - - "" - TO BE USED AT SELECTED SITES WHERE THE -- b� 1 _M ax. "�--Slit Barrier Ditch NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE Cross Drain--... 50' Max. 50' Max. oww Flow Barrier Endwall ---Slit i Bales To But ...:.. ! Anchor Bales With 2 - 2' x 2' x 4' -- ------ - ;Stakea Per Bale. �� PLAN Sod t- �- Limits Of Construction 6' Mtn DITCH INSTALLATIONS AT DRAINAGE STRUCTURES Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR i FILL SLOPES Woven Filter Fabric In Absence Of Established Grass (Approx. 12' x 12'). Secure Edges By Entrenching And Extend Under Bags and Bales. Fabric Shall Meet The Requirements Of Sand Bag Section 985 Of The Standard Specifications. Cost Of Fabric To Be 5- Mtn. Included In The Contract Unit Price For Baled Hay Or Straw. TNr - 0 Y Loose Soll Placed By Shovel And Lightly Loose Son Placed By Shovel And Lightly Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales. PLAN Of Bales. PLAN Ran .Post T 1' Mtn. Recommended 5' Typ �1MK Recamme ed Anchor Lower Bales With 2 - 2' x 2' x 4' Stakes Per Bale. Anchor Bales With 2 - 2' x 2' x V Stokes Per Bate Anchor Top Bates To Lower Bales Nth 2 - 2' x 2' x 4' Stakes Per Bale. ELEVATION ELEVATION Application and Spacing: The use ofTypes-1 do II bate barriers should be limited to the conditions out[lne in ehaFt 1. Sheet 1 of 3. Index No. 102 TYPE -T TYPE I BARRIER FOR UNPAVED DITCHES Post Options: Wood 2!' Min:/O Wood 2' x 4' Optional Post Positto Principle Post Position Oak 1 x t �' i I Filter Fabric in $, (Canted 20' Toward Flow) Steel 1.33 Lbs/Ft MI 6` Max. Conformance ( With g Sec. 985 FDOT Spec.) to t M N r ELEVATION SECTION _-Filter Fabric Silt Flow Note: Silt Fence to be paid for under the contract unit price for Staked Slit Fence (LF). TYPE N-N SILT FENCE x-+ Silt Flow _ . ® 4& Note: Spacing for Type --- Fence to be in Type �� Silt Fence Protection accordance with Chart -. Sheet i of 3 Around Dltch Bottom Inlets. and ditch installations at drainage structures Sheet 2 of 3. Do not deploy in a manner that slit fences will act as a dam across permanent flowing Type - Silt Fence watercourses. Slit fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS EROSION CONTROL NOTES - All turbidity, erosion, and sedimentation controls shall be in accordance with `Best Management Practices' as described in the Florida Land Development Manual: A Guide to Sound Land and Water Management. - Reference F.D.O.T. Index #102. EROSION CONTROL. DETAILS N.T.S. . -_ EXISTING TREE TRUNK DIAMETER VARIES _ MASONS STRING W/ - FLAGGED RIBBON CONTINUOUS AROUND BARRIER 2 ROWS A Il Cl Q n 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED PAVEMENT (AS REQUIRED) l=11=11=11=iI-EI=1 :11=II-II-II=II-If= 11=11= II=1 11= -1 11= rl II-11= 1=11=11 i-11=11=11=II=11=1 =11=11=11=11=II=11- E=11=11=11-It=11=1 =o=u=u=T1=u=1r- =11-11= I=11=A =11-II I-u ELEVATION NTS I. MASONS STRING W/ FLAGGED RIBBON CONTINUOUS AROUND BARRIER 2 ROWS f EXISTING TREE TRUNK DIAMETER VARIES I I 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT PLAN VIEW r EDGE OF EXISTING/PROPOSED NTS PAVEMENT (AS REQUIRED) NOTES: TREE PROTECTION. (A) ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. (B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. (C) INSTALLATION OF FENCES .AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. (D)OF TREES TOFENCE / ABEICPRESERVED. ADE SHALL BFENCE TSHALL BE MAT AINTAINEDIMETER ODURING F ALL TGROUPREES OR CONSTRUCTION. TREE PROTECTION BARRIER I E I I . is f I. I- 1 1 is i EROSION CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND=DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET 'FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO . PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOiL STOCK PILES SHALL : BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DiTCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING. CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALLI BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED iN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE 'REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES -= RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. 17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE. 18. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. 19. DEWATERING ACTIVITIES: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. - C NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. i 20, PRIOR TO DEWATERING ACTIVITIES, CONTRACTOR SHALL ENSURE ALL 'REQUIREMENTS ARE MET TO COMPLY WITH THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY. NO. 57 ROCK "SUMP" AT END OF PIPE--\ TEMP. BERM SOD BANK 0111,,._ TEMP. DRAIN PIPE INVERT OF PIPE BELOW WATER LEVEL SECTION A GRADE TEMP. SWALES TO PIPES 'E/DRAIN RED. AT LAKE 1. NO. 57 ROCK "SUMP" AT END OF PIPE DETAIL LAKE CONSTRUCTION TEMPORARY EROSION CONTROL i i. e0 N 0 N o � s o Z 0 Q A o U a) 0 0 W 2 U � ¢ w r'' o o N = F-WW�vOm3 KU ,nt-a¢�wp�aa'-3 ao��oo�wp�wmo� 3 xo z� ow==j��ww37K wom=wwa��w�a L�a33w`jL^3wDa� / UE J C) N CO Q ai 9 C .s� N LL Z O 00 _ j a U CO W 0 Q Q C O m Q O Z Z z Of W V�♦( W > CO "v N Z o r- 0. W C) Q L, =� (/) C14 .i �.._ . O > m ILL 00 W = w W04 >04 - W -' Q� CP Y Qo ZC,4 J F- � �Un V! V 0 Q ry J W 0- 0 0� F- � Z Q 0LLj SEPH W. SCHULKE FL REG. . 47048 ❑ JODAH . BI FL.R .NO.5 6 ❑ WIW P. STOD 9 FL . NO. 570 DATE AY 0 2( SHEET C-4 P JOJECT N . 4-15 a 00 M O M W n O O N O M J W a Ln Lf) z fa E Ln Ln O 3 O E N ,-r Ln c ro E L O Ln . Ln _J Q Q W � Q 0 2 N O N 3� N \ -� Q O � W C� U C:) 0 0 U U 0 ws o = �wwo�am3�v a~a�w zw oz�aa`="3 zOF�Ooo00mFg [rKw~�pfzw�Q� o wSSSw wrz W OwUwwa—E wKd SS �rS-a33w �'�3w�aS / � O M ' Q` -J Q Q � � W O V J c LL c: O 1 ® Z o aJ W0Wa D0 Z o 0W o > Qo rn Q 06 _N O M LIJ o W o D Q C� L� (n ti 0 L� i I— w0� J ® Z Q LL U m W I-- ''''II L.l.J UC > o Qti C/) ZC4 ~ J VJ� r H v > = U — ozm m—o JOSEPH A SCHULKE I FL REG. . 7048 ❑ JODAH BI FL. R . NO. 5 ❑MLLI P. STO A I FL. EG. NO. 5 DATEPAY Q SHEET C-5 CT -1 o ROHM COMMERCIAL PLAT, A PLAT OF A PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 7, TOWNSHIP 31 SOUTH, RANGE 39 EAST, CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, STATE OF FLORIDA AUGUST 3, 2007 CERTIFICATE OF DEDICATION: STATE OF FLORIDA COUNTY .OF INDIAN RIVER KNOWN ALL MEN BY THESE PRESENTS, THAT GLEN ROHM, DANIEL J. BROGNANO, TODD BROGNANO AND WILLIAM BROGNANO, FEE SIMPLE OWNERS OF THE LAND DESCRIBED AND PLATTED HEREIN. AS ROHM COMMERCIAL, BEING IN THE CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, STATE OF FLORIDA HAS CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DOES HEREBY DEDICATE AS FOLLOWS: 1.) DRAINAGE EASEMENT: THE DRAINAGE EASEMENT AS SHOWN ON THIS PLAT IS DEDICATED IN PERPETUITY TO ROHM COMMERCIAL PROPERTY OWNERS, FOR CONSTRUCTION AND MAINTENANCE OF STORMWATER MANAGEMENT FACILITIES, AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF ROHM COMMERCIAL PROPERTY OWNERS. FRONT YARD DRAINAGE EASEMENTS ARE SUBJECT TO THE RIGHT OF EACH LOT - TO HAVE A DRIVEWAY FOR INGRESS AND EGRESS AS APPROVED BY THE CITY OF SEBASTIAN. 2.) STORMWATER MANAGEMENT EASEMENT: .THE STORMWATER MANAGEMENT EASEMENT AS SHOWN ON THIS PLAT IS DEDICATED IN PERPETUITY LEGAL DESCRIPTION: TO ROHM COMMERCIAL PROPERTY OWNERS FOR CONSTRUCTION AND MAINTENANCE OF DRAINAGE A PORTION OF LAND LYING IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 7, TOWNSHIP 31 FACILITIES AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF ROHM COMMERCIAL SOUTH, RANGE 39 EAST, CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, STATE , OF FLORIDA AND BEING PROPERTY OWNERS. THE INDIAN RIVER COUNTY MOSQUITO CONTROL DISTRICT HAS THE RIGHT OF MORE PARTICULARLY DESCRIBED AS FOLLOWS; ENTRY UPON THIS TRACT FOR THE LIMITED PURPOSE OF INSPECTION, PREVENTION, OR TREATMENT OF MOSQUITO INFESTATIONS, AS ALLOWED BY LAW. THE CITY OF SEBASTIAN HAS THE RIGHT OF COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 7 RUN N89'42'20"W ENTRY UPON THIS TRACT. FOR THE LIMITED PURPOSE OF INSPECTION AND ENFORCEMENT OF THE ALONG THE NORTH LINE OF SAID SECTION 7 A DISTANCE OF 413.96 FEET TO THE POINT OF BEGINNING OF MAINTENANCE AND FUNCTION OF THE STORMWATER SYSTEM. THE HEREIN DESCRIBED PORTION OF LAND, THENCE RUN S13'56'04"E A DISTANCE OF 156.82 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF COUNTY ROAD 512, (FELLSMERE ROAD), AS THE SAME IN WITNESS WHEREOF, GLEN ROHM, DANIEL J. BROGNANO, TT��O� BROGNANO AND WILLIAM BROGNANO, NOW EXISTS, THENCE RUN S48'52'15"W ALONG SAID NORTHERLY RIGHT OF WAY LINE OF COUNTY ROAD HAVE CAUSED TEE ESENTS TO BE SIGNED THIS ___s�M_ DAY SLAY -____- 2008. 512 A DISTANCE OF 522.21 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE, CONCAVE TO /�) THE NORTHWEST, THE RADIUS POINT TO WHICH BEARS, N41'07'45"W, 2107.00 FEET, THENCE RUN SOUTH — BY: _ _ __ _ ____ BY: _------ _------ __ WESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 2107.00 FEET, THROUGH A CENTRAL G ROH , OWNER T D BR NO, OWNER ANGLE OF 01'01'19", AN ARC DISTANCE OF 37.58 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF WIMBROW DRIVE, AS THE SAME NOW EXISTS, THENCE LEAVING SAID CURVE RUN N35'41'01 "W BY _ BY: ALONG SAID EASTERLY RIGHT OF WAY LINE OF WIMBROW DRIVE A DISTANCE OF 346.65 FEET TO A POINT DANIEL J. GN N0, OWNER WILLIAM BROGNANO, OWNER ON THE SOUTHERLY RIGHT OF WAY LINE OF SEBASTIAN BOULEVARD, (COUNTY ROAD 512), 'AS THE SAME NOW EXISTS, THENCE RUN N38'21'43"E ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF SEBASTIAN BOULEVARD A DISTANCE OF 306.88 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 7, THENCE ACKNOWLEDGMENT AS TO CERTIFICATE OF DEDICATION: RUN S89'42'20"E ALONG SAID NORTH LINE OF SECTION 7 A DISTANCE OF 395.85 FEET TO THE POINT OF BEGINNING. STATE OF FLORIDA SAID PARCEL LYING AND BEING IN THE CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, STATE OF FLORIDA .COUNTY OF INDIAN' RIVER AND CONTAINS 193,625.21 SQUARE FEET, (4.4450 ACRES, MORE OR LESS), AND SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 2n DAY OF Gt Ll ___, 200Q'BY G N ROHM, DANIEL J. BROGNANO, TODD BROGNANO AND WILLIAM BROGNANO WHO ARE(PERSONALLY KNOWN 0 ME OR HAVE PRODUCED THE FOLLOWING AS IDENTIFICATION. NOTICES. 1.) NO CONSTRUCTION, TREES OR SHRUBS WILL BE PLACED IN EASEMENTS WITHOUT CITY OF SEBASTIAN -----1—--------------------------------- APPROVAL. -HA.Z� a rb [ PRINTED NAME; _ G�,._ q- ±2.) ROUTINE MAINTENANCE (E.G. MOWING ETC.) OF EASEMENTS SHALL BE THE RESPONSIBILITY OF THE NOTARY PUBLIC, STATE OF FLORIDA LOT/PROPERTY OWNERS AND NOT THE CITY OF SEBASTIAN. MY COMMISSION EXPIRES: _3.) THIS PLAT, AS RECORDED IN ITS GRAPHICAL FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY AAar�aretEG OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. CERTIFICATE OF TITLE: ,,STATE OF FLORIDAresFe�4.) PROPERTY OWNERS ARE PROHIBITED FROM PLANTING ANY CARIBBEAN FRUIT FLY HOSTPLANTS AS ' SPECIFIED HEREON AND ARE REQUIRED TO REMOVE THE SAME IF ANY EXIST: CATTLEY GUAVA, COUNTY OF INDIAN RIVER COMMON GUAVA, LOQUAT, ROSE APPLE AND SURINAM CHERRY. THE LANDS AS DESCRIBED AND SHOWN ON THIS PLAT ARE IN THE NAME OF, AND APPARENT SURVEYOR'S NOTES: TITLE IS HELD BY GLEN ROHM, DANIEL J. BROGNANO, TODD BROGNANO AND WILLIAM BROGNANO, .ALL TAXES HAVE BEEN PAID . ON SAID PROPERTY AS REQUIRED BY SECTION 197.192, FLORIDA 1.) THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE: "X" AS PER FLOOD INSURANCE STATUTES, AS .AMENDED. THERE ARE NO 'MORTGAGES, LIENS, OR OTHER ENCUMBRANCES AGAINST RATE MAPS 12061 CO076 E, DATED MAY 4, 1989 AND 12061 C077 G, DATED JUNE 30, 1999. THE LAND. 2.) THE HORIZONTAL COORDINATES AND BEARINGS SHOWN HEREON ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901), NAD 83 (NGS ADJUSTMENT OF 1990) AND ARE BY:-- --`------------------- BASED ON INDIAN RIVER COUNTY HORIZONTAL CONTROL NETWORK MONUMENTS PUBLISHED VALUES ,ESQUIRE FOR GPS 105 AND GPS 106. THE NORTH LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 7 BEARS S89042'20"E AND IS A GRID BEARING AND THE BASIS OF BEARINGS FOR -THIS PLAT. FLORIDA BAR #------------ 3.) PERMANENT REFERENCE MONUMENTS SET ARE 4" X 4" CONCRETE MONUMENTS WITH MAG NAIL AND BRASS DISK STAMPED PRM LB. 6905. SEAL SEAL THIS INSTRUMENT PREPARED BY: STUART A. HOUSTON CLERK OF THE CITY OF PROFESSIONAL LAND SURVEYOR -FLORIDA REGISTRATION NO. 449b I CIRCUIT COURT SEBASTIAN PREPARED ON AUGUST 3; 2007 IN THE OFFICE OF HSBSHOLON M & RODEO, 1N: PROFESSIONAL LAND SURVEYORS & MAPPERS CER77HCATEOFAUTHORMATION: LB 6905 REVISIONS: 1.CHANGE MAYORS NAME 9/11 /07 171A8DI4NRIVERBLVD., - SUITE: 101 VEROBEACH,FLORIDA 32960 2. ADDRESS CITY & CITY SURVEYOR'S COMMENTS 6/23/08 PHONE: (772) 794 1213 FACSIMILE: (772) 794 - 1096 3.' ADDRESS CITY SURVEYORS COMMENTS 6/30/08 EMAIL:LB6905@BELLS0UTH.NET 3. ADDRESS CITY COMMENTS 7/02/08 NOTICE: COVENANTS, RESTRICTIONS ,OR RESERVATIONS AFFECTING THE OWNERSHIP OR -USE OF THE PROPERTY SHOWN IN THIS PLAT ARE FILED IN OFFICIAL RECORDS BOOK _=, PAGE ---------- OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. CITY SURVEYOR'S CERTIFICATE: THIS PLAT OF ROHM COMMERCIAL HAS BEEN REVIEWED BY THE UNDERSIGNED SURVEYOR AND MAPPER EMPLOYED BY THE CITY OF SEBASTIAN, WHO HEREBY CERTIFIES THAT THIS PLAT -CONFORMS TO THE REQUIRE TS 0 APTER 177, FLORIDA STATUTES. ---------------------------- DATE:RODREED,REED, FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO. 3916 SURVEYOR'S CERTIFICATE: KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING A PROFESSIONAL SURVEYOR AND MAPPER, LICENSED BY THE STATE OF FLORIDA, DOES HEREBY CERTIFY THAT ON JUNE 25, 2007 HE COMPLETED THE SURVEY OF THE LANDS AS SHOWN ON THIS 'PLAT; THAT THE PLAT WAS PREPARED UNDER HIS DIRECTION AND ' SUPERVISION AND THAT THE PLAT COMPLIES _ WITH ALL THE SURVEY REQUIREMENTS OF PART 1, CHAPTER 177, FLORIDA STATUTES THAT .SAID 'PLAT IS A CORRECT REPRESENTATION OF THE LANDS THEREIN DESCRIBED AND PLATTED OR SUBDIVIDED; THAT PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED AND THAT EACH LOT CORNER WILL BE SET AS SHOWN HEREON AS REQUIRED BY CHAPTER 177, FLORIDA STATUTES, AND THAT SAID LAND IS LOCATED IN THE CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, STATE OF FLORIDA. DATE: Z10 STUART A. HOUSTON, P.L.S. FLORIDA CERTIFICATION NO. 4490 FOR THE FIRM OF HOUSTON, SCHULKE, BITTLE & STODDARD, INC. 1717—INDIAN RIVER BOULEVARD, SUITE: 101, VERO BEACH, FLORIDA 32960. STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB 6905 CERTIFICATE OF APPROVAL AND ACCEPTANCE BY CITY COUNCIL: THIS IS TO CERTIFY, THAT ON THIS _______ DAY OF ------------------ 2008, THIS PLAT WAS APPROVED BY THE CITY OF SEBASTIAN CITY COUNCIL. THE EASEMENTS DEDICATED TO THE CITY ARE ACCEPTED. MAYOR: _________ CITY ENGINEER ANDREA B. COY DAVID .FISHER, P.E. CITY CLERK: _______________ CITY ATTORNEY: ___________________ SALLY MAIO, MMC RICH STRINGER, ESQUIRE (ATTEST TO THE MAYORS SIGNATURE) (APPROVED AS TO FORM) CLERK'S CERTIFICATION: STATE OF FLORIDA COUNTY OF INDIAN RIVER I, JEFFREY K. BARTON, CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA, DO HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT OF ROHM COMMERCIAL AND THAT IT COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177 OF THE LAWS OF FLORIDA. THIS PLAT FILED FOR RECORD THIS _____ DAY OF ________-, 2008 AND RECORDED ON PAGE _____ OF PLAT BOOK ------- IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY,, FLORIDA. BY: __ JEFFREY K. BARTON CHRISTIE A. KLOCK CLERK OF THE CIRCUIT COURT DEPUTY CLERK OF THE CIRCUIT COURT INDIAN RIVER COUNTY, FLORIDA INDIAN RIVER COUNTY, FLORIDA SEAL CITY OF SEBASTIAN SURVEYOR AND MAPPER SEAL STUART A. HOUSTON PLS #4490 SHEET 1 OF 2 R.OH M COMMERCI.AL PLAT A PLAT OF A PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 7, TOWNSHIP ..31 SOUTH, RANGE 39 EAST, I . 1 CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, STATE OF FLORIDA I I • c FD 4"x 4" C.M. (TOP BROKEN OFF). ON PREVIOUS I AUGUST 39 2007 w 1 w SURVEY BY THIS FIRM. FOUND REPLACED WITH 1 S° �. 4"x 4" PRM LB 6905 FOR ASHBURY SUBDIVISION I I °°' n I n CERTIFIED CORNER RECORD #065497 I I I ZONING IRMH w I w NW CORNER SECTION 7-31-39 1 1 1 1 I �� z I z i s I I I ,��- °o°°, UNPLATTED LANDS Q I Q I GALLENTINE S BDIVISION 1 `� SW 1 /4 OF SECTION 6-31-39 � I I I PLAT BOOK 9, AGE 35 1 1 <, \ 1 UNPLATTED LANDS LOT 5 1 LOT 4 I LOT 3 I LOT 2 1 LOT 1 ZONING PS I SW 1/4 OF SECTION .6-31-39 , I I I I I ,`QV J N 1262952.6896 1 _ O N 1262954.7238 E 827147.8713 1 E 826752.0253 1 o CALAMONDI STREET / cJO' R W S89'42'20"E 1339.06' (BASIS OF BEARINGS) P.O.B. I P.O.C. 1 N89'25'41 "E 1339.46 I LB 6905 �� SET PRM / T2f7 S89 42 20 E 395.85 SET PRM NORTH LINE OF SECTION 7-31-39 filFD LB PRM S89'42'20"E 402.23' S89'42'20"E 127:02S83'33'S1 „E\ S89'42'20"E 304.93'N89'42'20"W 413.96NWCORNER OF THE NE 1 4 1262955.3766 Q'1 ..., T.,.., r-,,,,+,._ 107•19 \ N / 826625.0082�''-` /UNPLATTED (LANDS / OF THE 'NW 1/4 OF SECTION 7 r N83 33'S1 " `=` W „ i JP �':,5� W 112.11' C, j NOT INCLUDED/ FD OLD 4 x 4". C.M. NO IDENTIFICATION 1 i ::.y S39'5425"E \ cr CD ////// / NE CORNER OF THE NORTHEAST 1�/4 OF I ASHBURY SUBDIVISION Jv ,� ;r \ o O ZONING CG THE NORTHWEST 1/4 OF SECTION 7, rn I 14.49 PLAT BOOK 20, PAG S 1-12„`"' \\ �� / / TOWNSHIP 31 SOUTH; RANGE, 39' EAST ,9s „ �\ p•,:. y \\o. STORMWATER (NORTH 1/4 CORNER SECTION, 7) Q e y TRACT X p f :: s MANAGEMENTCERTIFIED CORNER RECORD / ZONING CG �Q' p0 �o'�• \�� EASEMENT rn / CERTIFIED CORNER RECORD. #0570547o NOT FOUND) I "�':. o S op I (� ��/ f' I '� ,,<v °" '°� \ (1.18 ACRES) cn 6' # ( I w I I �� C,3 .rSk , t^) �.�:y� 10 DRAINAGE EASEMENT \, I O z I U I FD PRM `7 .�}'`�'`''^� w I LB 6905 �O ^� �`.. \ °°` ..y ,� \ FD OL >4"X 4" C.M p�I � Q I �,� r' \ NO I NTIFICATION I �' w o I °� �j~ !:'y•r`'� o�� \ �o / ' O I I wo \ / Coo, I North V'' °- LOT 1� Z )11F \ /z '� SET PRM /`�':••'\'`��'/ ►� \� 1 GRAPHIC SCALE I z ,.,.��50 0 25 50 100 200=S35 41 01 E\�UNPLATTEDLANDS ,- O a\) ti 1 ,: N35'41'01 "W 16.64' \ °' ZONING CG w 10.40' / �> iIw1O 0 PRM Q �� /� ,� P� ►\l' 1 ( IN FEET) O N 6905 °0� �G� /�`i,•P\'� I 1 INCH = 50 FT. I z r- p I . _ I �� P , N �O Qj Ito w I F- I cS`. s ��'� �h ��` Q '�� , �\ I NORTH LIMITS OF STATE ROAD uj �-1- 20.00' I MAINTENANCE MAP RECORDED O I O I 0�., >. PG�G 'S / �GF' �� O ,�\�' IN PLAT BOOK �10, PAGE 1, OF w I �� o>., �� \� / ��P, \�� Q� I THE PUBLIC RECORDS OF INDIAN w I z z I F '� F I RIVER COUNTY, FLORIDA _ -J F- �- 6 .. Al 1 wi,w I 10 w . 1 o J� Q \ \ c?p CV ACORN ACRES SUBDIVISION I z SET PRM `� G° 1 \ �,\ PLAT BOOK 16, PAGE 14 Nile P.T. CURVE / \ \ �� ,` \ �� : \� 1 UNPLATTED LANDS �' O \ \ o LOT 1 c� I ZONING CG �o�° / , 19° �° �, \\ � �� ,°off'°°, \\ \ �� n \�o� �\ \ LEGEND & ABBREVIATIONS: 1 SET .PRM / 9p0� \ \� �Q' PG '� V. \ �i PLS _ PROFESSIONAL LAND 'SURVEYOR \°os \\ \C�� ,e �,O \ PSM - PROFESSIONAL SURVEYOR & MAPPER o\ ,� \ , LB LAND SURVEYING BUSINESS o-\\ \ \� O� O� ��`� \� i C/L - CENTERLINE NORTH LIMITS OF STATE ROAD / 0; °o, \\ ,`\P P�� . G,� \ ii R _ RADIUS 1 MAINTENANCE MAP RECORDED / \ \\. e� Q�'� ��OG\ L LENGTH IN PLAT BOOK 10, PAGE 1, OF /�01'01'19"\ \ �O pr\ d _. DELTA ANGLE THE PUBLIC RECORDS OF INDIAN ` Gj \ �, , T TANGENT RIVER COUNTY, FLORIDA / R = 2107.00' BASELINE P.T. �1 \ _ STATION \ \ p \ � i� C - CHORD , / L _ 37.58 41 +16.60 \ \\' \ ' i CB _ CHORD BEARING / C - 37.58' SURVEYORS NOTES:- � P.T. POINT OF TANGENCY , p POC - POINT OFCOMMENCEMENT T = 18.79 \ \� POB - POINT OF - BEGINNING i \ 1. THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE: "X" ' AS PER FLOOD •° CB _ S49'22'S4"W ,� � \ ) R/W - RIGHT OF WAY a INSURANCE RATE MAPS 12061 C0076 E, DATED MAY 4, 1989 AND 12061 CO77 G, THIS INSTRUMENT PREPARED BY: STUART A. HOUSTON ��' o�� \°� \� DATED JUNE 30 1999. FD - FOUND PROFESSIONAL LAND SURVEYOR' FLORIDA REGISTRATION NO. 4490 °o °'o �� J'p \ o _ PERMANENT CONTROL POINT (PCP) o. G - C] SET PERMANENT REFERENCE MONUMENT (PRM) PREPARED 'ON AUGUST 3, 2007 .IN THE OFFICE OF %` 2.) THE HORIZONTAL COORDINATES 'AND BEARINGS SHOWN HEREON ARE BASED ON THE �' , STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901), NAD 83 O' IRON ROD & CAP (IRC) j� (NGS ADJUSTMENT OF 1990) AND ARE BASED ON INDIAN RIVER COUNTY HORIZONTAL El FD CONCRETE MONUMENT (C.M.) NO IDENTIFICATION ffOOON, &W= SMY I 90MAW,�IVIV. �1 PRM _ 4"X 4"X 1S", CONCRETE MONUMENT STAMPED LB 6905 p., i CONTROL NETWORK MONUMENTS � PUBLISHED VALUES FOR GPS 105 AND GPS 106. THE �0,0 �� NORTH LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1 /4 OF SECTION 7, BEARS SRD STATE ROAD DEPARTMENT PROFESSIONAL LAND SIIRVL'YORS MAPPERS �►�r, 'p Q S89'42'20"E AND IS A GRID BEARING AND THE BASIS OF BEARINGS FOR THIS PLAT. GPS - GLOBAL POSITIONING ,SYSTEM CERTIFICATEOFAUTHORIZATION: LB 6905 ��,4 ��'� G� NAD _ NORTH AMERICAN DATA G Q 3. PERMANENT REFERENCE MONUMENTS. SET ARE 4" X 4" CONCRETE MONUMENTS WITH OBS OBSERVED, 1717INDIANRIVERBLVD., - SUITE: 101 VEROBEACH, FLORIDA 32960 �� ,p - PHONE: (772) 794 - 1213 FACSSLKE: (772) 794 - 1096 �,� /L- MAG NAIL AND BRASS DISK STAMPED PRM LB. 6905. C CALCULATED r,.." T"/AA//,nrlTTev^r/ r%�m SW EET 2 OF 9 • I i I ROHM COMMERCIAL PRELIMINARY PLAT SECTION ;07, TOWNSHIP 31 S, RANGE 39E - INDIAN RIVER (COUNTY, FLORIDA NOT I NOT INCLUDED INCLUDED ZONING PUB ZONING RMH 10' REAR BUILDING SETBACK I / � FNi S90'00'OO�W 1 NOT / INCLUDED O IMAN/ AaE EASENExT \ STORMWATER NOT 1, 1 MEASEMENT T w INCLUDED 'I / / GRAPHIC SCALE / is / m w BUILDING SETBACK LINE \ pti ZONING CG I / RRP .* / / .0 \\\ �1 ✓J / / 1 IOch ( IX FELT )Iw 60 Et A• E��'P / / / PROPOSED STORMWATER Op 9 ZONING CG /e / / $\ y �/ / / ,yy/1 // / �,,\ -MANAGEMENT LAKE / OPya��¢��\ ZNING IN p L / �y (� / %�R / // \ / /I / cLLn RwM wD rnLuw BKaNwD Nm TQDD BRDc Na ,wD lS/ / / / / \\ �6TY i✓ OWNER TD 'AE} snGN eOU�D�pRMn IFGECY. U, L 0 T 1 SEBATAN, RORIDA JnOB 198,T63 S.F. ENGINEER / APPLICANT 194NAjf,QDd6NU0bl' I,R.0 /RDN FL 9fi0 ZONING CG/ 4.549 AC \\ /tgga o-dezz SURVEYOR (EkN`�. 2Be5 ` PROPOSED USE FUTURE COMMERCIAL SITE �\ N-1 d- SITE LOCATION C.R. 511 ANO RIMBOW ORN4 TAX I.D. NUMBERa\\ / FLOOD ZONE(S): '%' (aun10E S00 vFAv rLDOO vwx) PLTI NDIA RRM rw. 12O12JDan G ` SOIL TYPE IMNOKNEE RNE SANG / \ \ PROPOSED STRUCTURES: NONE EXISTING STRUCTURES: NONE iCG ZONING DISTRICT REQUIREMENTS: MIN. LOT SIZE 10Poo ES.F. PB,635.F. (4.549 AC.) 19� 8�i 6� S.F. (1.569 AC.) MN. YLOT ARD WIDTH 75 345.1• 34s.1' MIN. FRONTSETBACK3: O,/s. A AlIA 0 SIDE 5 N/A 10' 1' REAR 10' N/A ID' WAX. BLDG. HEIGHT 35' N/A 35' MAX MIN. OPENMAX. LOT PAGE BY BLOCS 22Z % (MIN)) 1198,163�S.F. (100%) 39633 S.F. (449 S.F.(MAX MIN)) / // c \ \ // / / fI • MINIMUM FRONT YARD (SETBACK IS 0' WITH SIDEWALKS. CURB AND GUTTERS: 8 WITHOUT SIDEWALKS. CURB AND CUTTERS. PROPOSED AREAS 20 OPENSPACE165�043SS.F. \ MIT Bee ARE�{S BUILDING MA%. 59,449 S.F. 30 ZONING CG I \\ \ \ / PAVEMENT MAX. 99,081 SF. ((50E / // \ , OPENSPACE MIN. 39,633 S.F. (301E1 GENERAL NOTES / 1 PROP / / / / / / / OSED WATER SUPPLY: I.R.C. UTIUTY (FUTURE) PROPOSED SEWER DISPOSAL: I.R.C. UTILITY (FUTURE) !. PROJECT LIES WITHIN FLODO ZONES %', PER fENA FIRM MAP U 12012300]] G, DATED DUNE 30. 1899. ON SITE TO 4. ALL CONSTRUCTION BE DONE PER ALL CITY OF SEBASTIAN STANDARDS AND SPECIFICATIONS. DONE PER INDIAN RIVER COUNTY DEFT. OF S. ALL UTILITY CONSTRUCTION ON SITE TO SPECIFICATIONS AS ADOPTED 1/97. (FUTURE) UTILITY SERVICES STANDARDS AND E STANDARDS 8. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE j 'MANUAL FU UNIFORM TRAFFIC CONTROL DEVICES: LATEST EDITION. (FUTURE) 7. THIS PROJECT WILL BE COMPLETED: 12/05 B. ANY WELLS FOUND ON -SITE DURING CONSTRUCTION ARE TO BE GROUTED ABANDONED IN ACCORDANCE WITX DEPARTMENT OF HEALTH k SJRWMD REQUIREMENTS. THE SJRWMD SMALL BE NOTIFIED IF ANY WELLS ARE FOUND ON -SITE. / ' / / / / / / 9. GOPHER TORTOISE CONSERVATION PUN: TO THE EXTEALLOWED BY REGULATORY AGENCIES, APPLICANT WILL RELOCATE GOPHER TORTOISES ToEXTENT AND RELOCATE ANY REMAINING TORTOISESTTCONSERVAT N AND OHEO APPRO EDEOFFLOP-SITE LOCATIONSBLE AREAS ONSIFEWEALTHY.WILL 10. PRIOR TO DEWATERING ACTIVITIES, CONTRACTOR SHALL ENSURE ALL REQUIREMENTS ARE MET TO COMPLY WITH THE STATE OF FLOR IDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY. ZONING C-512 _ 11. PERMITS REQUIRED: - CITY OF SEBASTIAN LAND CLEARING/TREE REMOVAL i. - SJRWMD ENVIRONMENTAL RESOURCE PERMIT _ - CITY OF SEBASTIAN DRIVEWAY PERMIT - CITY OF SEBASTIAN SUBDIVISION CONSTRUCTION PERM LEGAL DESCRIPTION: I PART OF NEI/4 OF NW1/4 LYING N OF FELLSMERE RD AS IN R BK 11 PP 375, LESS PAR-CEL AS IN R BK 88 PP 50 R PARCEL AS IN R OK 1 221 PP 557 h LESS FOLL: FROM NE CDR OF RWI/4 OF SEC 7, RUN W ALONG N UNE OF SAO SEC 7, 803.88 FT TO SLY LINE OFTFCRR, TH S 38 DEG 59 MIN W ALONG SLY R/W LINE OF TFCRR, 398.56 FT TO P.O.B., TH CONi S 38 DEG 5 9 MIN W AWNG SLY RR R/W, 291.59 Fr, 1H S 34 DEG 48 MIN 31 SEC E 237.96 IT i0 NLY R/W LINE OF SR 512, IN NELY ALONG SAID NLY R/W LINE h LONG A CURVE CEFLECRON TO LEFT HAVING A CENTRAL ANGLE OF 7 DEG 37 MIN 15 SEC k A RAD OF 2107 FT AN ARC 61ST OF 280.25 FT, TH N 34 DEG 48 MIN 31 SEC W, 324.11 Fr TO P.C.B., W LESS RD R/W AS IN OR OK 955 PG 2667. .1�1n\i J ('Z`..�TTV 0 Q W7mQ O z={�JW \/J �tism W Sgtlj M VYmLL LLI _U, U 05 U N a } Q Z 2 J LA3 Or a La1 = U �!: OZcl� } Q'ZD Z N M W LLJ 0 Omw e. rnE MX c E SI>E.�TA Rd■I AND R41MY taoDNNJD AND T000 eRDaNNa NID OWNT71N�aNG�gW+D IECCC'/. M➢ F84 ENGINEER / APPLICANT ��bt SURVYOR v DRAINAGE STRUCTURE SCHEDULE wx � Div NwR ¢Eww.roxs xoRN, scum PAsr rAsr '■' oa-, x,.DD mDm ts°e •c• NLLTLSFE _Q os-x n.oR er wxrnon uN+xac ro-a ,Rm Wrtum Eno sErnax (wn nx) os-R ,S.xD m.w unExm xxD asc Non nx M PROPOSED 119E POnRE MAE. SR SITE LOCATION CA 512 AMID WA■OR ORME TAR I.D. NUMBER 31-3* TG? W-iDW-WDS.e FLOOD ZONE(S): 'tC WOKE 5110 MR PLOW PLAIN) PER FDIA FIRM W. 1201130077 0 SOIL TYPE ■MOWFL RNE 1LMID PROPOSED STRUCTUES: We EXISTING STRUCTURES: M01E CG ZONING DISTRICT REOUIR,gEEMEEINTSTS: IN LOT SIZE fOx00b S.F. 19B,1 .F. (4.549 AC.) 91 B,19S S.F. (4.549 AC.) MIN. LOT WIDTH 7S 345.1' J45.1 .IN. YARD SETBACKS: FRONT 0�6' • N/A 0 SIDE to, A 10 MAX B D . HEIGHT 35' N/A 35, MAX MAX. LOT COVERAGE SY SLOGS 3OX (MAR 0 S.F. (ON)) B9,449 S.F. (MAX) MIN. OPEN SPACE 207E (MIN) 195,103 S.P. (10070 39633 S.F. (MIN) • MINIMUM FRONT YARD ISE'TBACK 0 N wlnH SIDEWAL CURB AND GUTTERS; a WITHOUT SIDEWAIXS, CURB ANTI OIRtERS. PROPOSED AS 33,120 \ WATER 10304 S.F. OPEN SPACE 185,04J S.F.ULTIMATE AREAt � \ BUILDING MAX 59,449 SF. \ PAVEMENT MAX 9.0Bt S.F. SO OS C� 3U•,+n�x ' x OPENSPACE MIN. 9,033 S.F. �O TO r OAc°1 c+s• Rev GENERAL NOTES 1. PROPOSED WATER SUPPLY: LR.C. UTILITY (FUTURE) L PROPOSED SEWER DISPOSAL: I.P.C. UTILITY (FUTURE) ♦F _ 3. PROJECT LIES WITHIN F100D ZONES 'X'. PER FEMA - \ FIRM MAP No. 120125007] G, DATED JIVE 30. 1999. 4. ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OF SEBASTIAN • 1 STANDARDS AND SPECIFICATIONS. 3. ALL UTILITY CONSTRUCTION ON SITE TO ■! DONE PER INDIAN RIVER COUNTY DEPT. OF / \ UTILITY SERVICES STANDARDS AND SPECIFICATIONS AS ADOPTED 1/17. (FUTURE) B. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE / \ 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES; LATEST EDITION. (FUTURE) 7. THIS PROJECT WILL BE COMPLEFUh 12/05 / B. ANY WELLS FOUND ON -SITE DURING CONSTRUCTION ARE TO BE GROUTED AND ABANDONED IN ACCORDANCE WITH DEPARTMENT OF HEALTH A SJRWMD LL AN REQUIREMENTS. THE SJRWMO SHABE NOTIFIED IF Y WELLS ARE FOUND ON -SITE. 9. GOPHER TORTOISE CONSERVATION PLAN: TO THE EXTENT ALLOWED BY REGULATORY AGENCIES. APPLICANT WILL RELOCATE GOPHER TORTOISES TO CONSERVATION AND OTHER NON -DEVELOPABLE AREAS ON �D SITE. AND WILL RELOCATE ANY REMAINING TORTOSES TO APPROVED OFF -SITE / c LOCATIONS W HEALTHY. 10. PRIOR TO DEWATERING ACTIVITIES, CONTRACTOR SHALL ENSURE ALL REQUIREMENTS ARE MET TO COMPLY WITH THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GNE ERIC PERMIT FOR THE DISCHARGE OF / PRODUCED GROUND WATER FROM ANY NON-COKTAMINAFED SITE ACTIVITY. / It. PERMITS REQUIRED: / - CITY OF SEBASTIAN LAND CLEARING/TREE REMOVAL / / - SJRWMD ENVIRONMENTAL RESOURCE PERMIT VP - CITY OF SEBASTIAN DRIVEWAY PERMIT - CITY OF SEBASTIAN SUBDIVISION CONSTRUCTION PERMIT / / / ZONING CG / / / / / / 10 / I / / / ZONING RMHPHIL S-2 1 1A-1 COKiMC EIRUCRIIR SrKTNL MIT. 0-2 IN ACCESS AMA 1 5- / / EXISTING POND BOTTOMBE FILLED 12, ' (TO d OR \ L@ AL DHiNC xrtE scNXE •` \\ X}1J , / /z4 vnDc, tEE�PakARr gl �y/I �( XSM X xm': »A_ILa-1-7 -1-7I r •+t sr cxRP7 WY¢•f(1i' xCcj NOT INCLUDED ZONING PUB M mocam ARG-\� I / NOT INCLUDED NOT � INCLUDED II -----n.50--->`---'.�_ -----,1 , NOT + / n INCLUDEDGRAPHIC SCALE --eso ------x -- ; u J / R a ND rR + v �� 11 1 `oL�• ZONING CG 1■ � •-- 1 1 ipN ��, \ , IN ym v°&tEosol R `b EOOE OF WA .95 .78 A� 1 1 \ xxaec 1 1 \ / SOIL BORING LEGEND �T' IDuxTta Or Srr IIDIN110 ZONING IN -!- LOCATION a NAt10-AI1D01 emHa ■/ FQI. MADFIOS P i T / ..0. // LEGEND MN 0.2 ,X X xxrb DOSING SPOT ELEVATION PROPOSED SPOT ELEVATION —28 PROPOSED 41 / CONTMA f�I---0Mt Li ° DIREc7iON A°E EXISTING FIE HYDRANT PRO(BYQOSFDI�F�'ORC4 MAN N. 4ARY• \. _�...........- ..._... .PROP03E0 ORAOE . ., .� . 12CMP0.ERT ....' __.NV. 1 .. . .. rRsrxcE amucwnE Q .. ... . A .• ■ 1 EX15T TIRADE / ... .. ., 1 ... noRu / � - / ■ 1 .. J _ I_�. s LEGAL DESCRIPTION: ■ - -' --- .. ..... ..... PART OF NE1/4 OF NW11/4 LYING N OF FEU.SMERE RD AS IN R BK 11 PP 575, LESS PAR -DEL AS IN R BK BB E - - - - ....... PP 60 IN PARCEL AS IN R BK 221 PP 357 EI LESS FOLIU FROM HE COP OF NWI/4 OF SEC 7, RUN W ALONG N SEC110N PAP l LINE 6 SAID SEC 7, TIN .asCO FT TO SLY LINE OWIN IN , O S Se DEC / MIN 1. ALONG SLY R/W LINE OF IN 31 ---._-J--�I S96.S6 FT TO P.O.B., TN CONT S 35 DEG S 9 MIN W ALONG SLY RR R/W, 291.59 FT, TH S 34 DEG b MIN bi I SEC E. 237.96 FT TO NLY R/W LINE OF SR 512, TH NELY ALONG SAID NLY R/W LNE ! LONO A CURVE DEFLECTION TO LEFT HAVING'A CENTRAL ANGLE OF 7 DEC 37 MIN 15 SEC t A RAD OF 2107 FT AN ARC DIST OF 280.25 FT, TH N 34 DEC 48 MIN 31 SEC W. 324.11 FT TO P.O.B., t LESS RD R/W AS IN OR BK 955 PO 2667. 4 DRAINAGE STRUenm Lam PROI "AGE PPE PROPOSEjATER MAN ///--- VARIES / 15' OR 512 EAST BOUND / 10' OR 1112 WEST BOUND SITE ■ ■ ROADSDE SWAUC' MEET E ST GND - ■ SECTION ICI ROADWAY VARES ✓Y f = SLOPE VARIES ■ ._ (0:1. MAX) • ---ALS Cl VAX 4' SHOULDER O S IE SWME BOTTOM E). VARIES 21.DO TO 20.00 - Z Zga 01,_ L/) Z > LJ 0 m DO Lv V)0 N m OL 1 IPE TO POND/SWALE Ld S(�> OZw 1ST. GRADE K Z c) W W m o �� MAX TO MEET ;TING GRADE DRAWING INDEX SRBST DESCRIPTION C-1 SITE / DRAINAGE C-2 KISC. 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P Pp�wre WT w NR R L ad�w swr ma.w t�l � w afowo wd rL mmwatm m wIRRw w f L Rlaa� aOOaw.wm a aNw A e a s- weallm mwaw i ww Yo wnsnpPyy AIm w�laap A Solo d r_rw-_ apwY YTIr)w� L rmalrR ®maw wwlmfe lY ImrlwR Oaaea rmw (rmJO fpO manes Lr Sam er m PAalsm mwe a m LwamlNmr s YlalAlwl v wewwm v g m Ima wrL w et Lew w mis w mY L mlvL•�,m w arRaYaII wR m spslm C al.rlr rm w wAa1A A waR m"uYw fmI m uY wBsrmrr rmR. •rL w1w rs maw lvaovawaa Its w 1mrtw R m alwY era Year oauim paitlxOa w �A"R r m rPleOamR rmYAYO. w Tm awRf wlwawrLnw rnm A YAwwPO sKD �Fox IIOADtl AIID/aa r LaT!/OIEYEgri • R Y wrom Is 7YDp9 Wursom ON -a TRAFFIC/PA VEMEN7 MARKING NOTES: t'T£ L ut nor mrs Ymo ww m mvma A m aLRmww T1PIo .Awe wYL w aYm ■ •aR antatTbam RA1aa rYrt Yet w w 1emRUllw 1aY ra Ra.mA om•Irtlma a Ta11a@OfNllerr yRyrasLL.wpnAerw!wKLtma o lwm wanlieaaamO uD ima L°°0fO1�0"am u�Y'JAAmi° u a0AOYfsaw ale m rnmra a amaA10 w>Q NsOiTYl a taArte row Lwow law rYaP Lam a o rD ro w Imew. P aalaww t IifOrL�ilma Yo"�':imr �YPlae�wyy�WamTaenY wwaa maYwa rR m '� WNY w unvaw inArrla wxraOL w1a9. a ALL rATRm} YLaalw A m lOOIw 0010•Ll0 0.at w iefwOw t!R YAfa��mamY� LNa wAll N R IwawArw aRa O /WwL erlaNwl w faeNRaeTL Ia1 stao •No Mao wwllwactlSN. wdm rw tu. r. ![aAL YOa1 wli Rw YR w1arT wnwlwr 111wa ww M Lam; w1Rw1r WPI01 e lnLlrec law am wLW w ■ AswwYw aatl m rL.O.T. ADi ltYa L � w 1ate1a0lm N 1aYwARs ww m aleaaL w name leant caner wwm l AOM= = m a �mW � OwOID saw w AOOTAew Rw rD6T. arm w 1111a, Yf10, Yea • tlL Oa Rawmr wYi w N uTOwYa aIa rtw.t. NOR Y IIrOL TOA n .p R .TUT OF AN PORTATION NOTES: L AIL Y•rmYA O O01aelOLllan wet IpOr wLQ-0I-tlT iYi MW A m ITa! eo10a1! YD T211110 aural l m sYlw.�n+'mM m1OYO �aaNRfaR I it ci�i saYDw. smimmr0R1ilu�io Film w TaelR w OM a tl ®O��WxRN. mxaimTr L am'0°'nw�ua m� wnw� m wwu. a ww YmmlwmalfY aOOt N w a aarrT wr Yf wR NIWaR Y 1 RmGea w mY191 RLwdm YwL m YTYIaIII. Y m rw-wiml'BaeTaw roll1011w N wpo®A RaOi• Y BYNa w m wla M1Ba Y alawmCr IwC1IwY, YRaea"ar fY L[pY araapYllm row r asereL l m Nlrn1011e Illat wrA. m ArlwaaLlr wORf 1nY1P anwPas ■IaP, aom Imaarlm o1N m !Solna R ILA/! Y wrs LR a Yet aRw m saw emrw-wT A OafmNN m &a `Va w m a w = lw w r-- I a m IaCA1aN w welm e1vAlw wP r LraalewLe 1aT. O ATAR IaTA1ma ebY w anaamlw R m aoRw.Tw e wRwpt�w seaaaw w lrlvnwr Rua w oOarPrs m omrtr aolarm ulw eltsor+LLl w srnAor R mnlaAa wnwAwTa 1aa wNY NmP N Ylrw wIO Ya mCOLm. ►. wRa Sure mlNrr LR mRwll v tm wam, m rallAaLa! RR aOLOr m Ram SETUP! v lwlwwen a m� wx�mwlrimsmLLwwrT°i aR�°°wo r�'rirorw-ur � LrZi m R� in wu1R' � °mow m I l NL em PR Sala! MIR w0 N m wean w rwOwLx rYrW B Y' rLaeom� �'ieYOAmY a�a Yma"rae %°riu. s�i �awmrww.'m10� wu 1mwa�w�iar awuumm a�iL mwY'awrLwiaar� 1 Si r OWwM-w -saa LYYL : � aura - m O-OaO. R r rein 0ewaraapRBaMI: Wtw wNP Tarr Lw ew m mmi w s 1/r wse s eAs Nee - e- rYnwt'"ram ea.F ant baa faf:Mf wlw, a.0lrAarl NMr• wtl AYf PwNNr bb b bw M�e""Aptlaapai bN Nw hlw iloo. F wr M�b•N.hnM astlMC' wa BAa N ma0. Nnabana x Y •aa•r•nt owba m«••w .. b N NyaM b mwl Iw aMnra a M bN. a em.bvctlm .tl N «..br:ob{ wr b wr 2r•wa > a.bn«w a .tlaFf urea more w eorw a tlb. v.An.ef pwe6prw.wtlllaNiNN. Ya N «wtruab0 b pawl M1nw1 w frNi fan fwMh •r faNM w b Mpont } Mmwwt f IepwvY wl fWFaM Ra N fplW b Mwp1 w"aqF awl w1B aM wtl �eY Y r«aM w wr Iftlw a M 0".Twrfrfi a •taaeatlw as N ofpaM aqF war wR k MUG•J as q•t «•Y rol �NgIRMaM !.r WR MI n.nal"" unhM6N kr bnOf qw ]0 wla aP.rriour tart wnibuctlw a"sq. woM�. p«YmI aoa N ea M aYSMa>�Orvtsbd Nq w""IOlm.�nt . gr"il•tlp.w n r M x «B In=INMY Nw"a M�fmm Mpa0olt �l TkDBlmtlOn a L A faArwl r.rbeBr w as N aA1tlAMM w {..Mr - M anrvaw fa-0, •Iae1 M {. AM wr Mreewrrl raFrt arena! aNba rbaee..• r N FwwlM rw 4bfari MY A4masr 7. b ar N earrtN hAaeaari 1. eneAbOW NYn M net fe• Mr M f ■ 60Y afar .OnMr.tl near r rgrY 6b"a•�n•nt MIN Wp•aariwr .nth wYMln"NbMeaF .)elm, {etlr. f tlAwrl N INrAn e.Nf FN4 tlal a• aaN •efal• drM e.wbaaM tlrr N wat.oW w ewl ••emwNa/.n Ma eaNa .Mat a s ew tlla M efwgwORy« "I"N• 4eerr:ri .wba nr.ern. ra N F wn4e vwtlun ,w.1 p«0 pMb rfela eraA.ler M N P.N b Y M f•M "Nbw ww• «anwt Y trw.pwW wb n:0/ as M tl.wM gsWpY//rl M w0 a •otll N> deN > e..rbf aN trwmsw b 0 wmnwt Owba naM arenwt Y Ianswr 4 q4 maNf. 144 N w b 1fOf IerM-OYWRFo OeN•1118. as N rwroatl .IqF Ja cot .n. nM as n. � M M psbolN Mn fNnwl A.4r M Irs•anaAb F Stew h la, toe •M 1N PLACE A / IN SgDAU 1 t 1 HAND PLACED �� QVADRANT TO BE SELECT HATER SHAPED r0 RECEIVE PIPE BELL AND BARREL NOTES: 1) THE CONTRACTOR SHALL COMPLY 117TH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2) BACKrU TO 12" MAXIMUM LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98R COMPACTTON UNDER PAVED SURFACES AND 95X COMPACTION UNDER OTHER SURFACES AS ESTABIMHED BY A.A.S.H.T.O. METHOD T-180. Mae aw. us a - r . r . r INVERT TYPICAL TRENCH DETAILS Q _ _ NOT TO SCALE alla r o.f • wNf �qLb a j� L' l I�_ pea PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES I T wwevlw(*B") IAn14 a cwww bf M • •�•� S• 1Ir_ I it aentf ..• ems. aw ea w.. Mae atl« Nq : - r . r A•AI+ pa1w [roe. - �•rn sea f.. - -ao'e Tait xw E wYw wa ELEVATION r -- _ roe[ eaeo d micas era aei a[ - Okar m eNwr NADIIIAL aearo a.olae ro.rAo al[ Tw w ■era -•^A.af aW Na i-r.r.Y wl near a" A a r1 I PLAN j �telw«uw CONC. JACKET AT - AT CONNECTION OF DISSIMILAR PIPE 15" ADS N DITCH INSTALLATIONS AT DRAINAGE STRUCTURES n wr EfEVATTON ZQ�yg` ELEVATION Fare e a� as. l.anm YY a ImNN sw v w iaa w lYls. A w u12D AT taliam alto n1aR TAI L Y _.-_ N1Nvr P r a!®i N ramlp wr lwoaaY Mlle wY f fi { wa{ war nr nMl(A4pprYy.ww a NARNK w01Y0 YLna AYY I IM rQ a VJS w m' O r 1w Tnr a rno.L mBNr m u a w�00°a•. aaNOAa. �r ar�r..a'aa+7A:A'r' BARRIERS FOR FILL SLOPES TYPICAL DRAINAGE JUNCTION MANHOLE t%W. IInM aaN W OtlY FrN, er Y«l M aewLwrwb a A.w a.Mar fw a M Ywre rM M aropear q'""m aw ra4 rf etlr Nw p w.w.»._______•___��_.-_--____.»-._...__ CSRn eL.rt• !d OEMRITTION OT a---- �3 Law tl R•W aY era/ etl Lwaj Law• Tel Ilea.! aY R.wl M{ LIrN _p. 0^ - 15. a..Y wntl pOv�� Itl Nsq M w•b•wr FAS. Owi.oW Mm5 M W."wn saw OI saw PLAN PUN Ar M 1- 20 1__.._.»_______»_._�_.__»-».-».-.»..__ lY . 12• ase•n 8ene 1• Ina roar r n.r�1 2 u Anarf Le earO2-r.r.rwr Ifw area wv aw a- r. r. eftaAr r. atlo A-1 Mar Tw Atlr Te lea aM Nq 2 - Y P elan. far etl.. ie ELEVATION ELEVATION "e""r oMU a wYMF F eM 4 e~N.•l 1 M ; Mw Ne 02 M .- ]{ TYPE Jr TYPE I - BARRIER FOR UNPAVED DITCHES - ww/"rz"! YFYN/a an«tl fan 0."'01b 12}P'•.1! role raNe fF (amW re.."°v""°B4.) -f- ---_Lo--��_»__._.. ea ens NOT tare) � a Faro - war Sarin: SY MIaN Imrraal wear 6 • • d wt else Jab I+ Nrl 101.E-1N ELEVATION SECTION a 1rY w A.rw M arena Awe wY1 w iltlrw fro rwY 0». -------------------_-______________-_--- _at.•u sv tiatwx-_-__----__xxwor - wra TYPE --- SILT FENCE 0a am aAaII-la eeAoz.c. w1w -a- a• - 22. a..y S.. a•, Et roe. • tr - r- 3:aAnA1w tree area 36 /ranr{ all.h N01 waM'a-., arr wN aF __________]_p' -1------ -_____»__»»--_w_-am_____- rrr.Wr at wa- FtltlW2 1 1NaA aN a PeFea. .]_ ]0 :boner. Rae 2 a a , a na awbY F . n.. f Mt at rw« .e •a .. a.n a%a. fwnwwt w•M `w' _- at /ww A-2 f.r l."°'`rrA.rwlwt 4�.a'.. a wb1fN. %•r a wra bv14n. a.a erwnr err. -.- 5a SILT FENCE APPLICATIONS L EROSION CONTROL NOTES ] 1" A pw, - A11 turbidity,Management erosion, and described In he Shall be er accordance with •Beat r Management PTtxtlCei as deet:rlbed M the FloridaFlNLand Development Manuak A -5-......... -..... ------••••--aa---•^-^•'•-'-'-•'•-•'-' Guide to Sound Land and Water Management. Reference F.D.O.T. Mdex #102. ate. Tol.: ar' Nlw wiwa o.•aa P. ,roe 1: aeN 1ee4Y21,. EROSION CONTROL DETAILS w N.T.S. 11 LAKE CONTROL ELEV 19.50' 11. ADS N12 20 LF BIT. COATED CARO A 20' LENGTH OF CMP MUST BE USED AT ALL OUTFALLS IF RCP OR ADSN12 PIPE IS USED ON -SITE SECTION 'E' LAKE u umn i LIMITS or or0 _ LAIR OF - -- .°aoDLJ �"r r owR�r gala LDaaww flat nA)r R]. IDa wx LwARt palm masnAx __1 N � , i F'--'• y 1��'l f JI L j•-4- I ,- y_ 'r TYPE "C" CAST IRON GRATE Approa ablaht 235 Lbs. ea. O(Ni® 0W fuu w Na d Au >e roar ava 11a 2R, 2ra r SECTION 2 Nei wS.tDIP Ina Aw anwaa APRBCISIS tax aoaaaVcran ttnaf w - 1 /frap.FD w Ylaan RD. ORAtA, pMDta T..Namatrinxum l.na w+o) are. sixo+D w me wa DY b ere CONTROL STRUCTURE D3-1 arAa w ro Dana na maA, aw orAla: loot "°°"» MODIFIED TYPE C' INLET DETAIL wla® OIIrAS: a0ar MOa a12 MITERED END SECTION xxa N.T.S. II M�NOTES•roDETALS ar µDµ01 DENINCID TIIONNS on TTYiPE FOROW 1a1A1 r {l.w/ arT-N Is ft. aaNesaeaw Is wli 1 1n, wlw -a- awl aeM .......... __... f__._.___-____________ area wa{ s 10 -Y { -1� a f 1. B-I -•I ] 1 ----.....»._ --- _------------- _2___-______________-_ aTA.a a..e 1 i -u� a s -iY { t we.e wwA i• Nl.% •.e.una •areea Jae 1 %91 IN.1-,D O'�". N•mlrtiw ar tell . ln. V.lw -a- tear wow _2_..................... »....... __»__s____________________ a.an aero -2- -Y s 6 6 B la 14 B-2 Mrk Ran awe -. 2 1 awn era -a- 1 ao- 10 -u- 1 a ]]I' ear t•DI•r 1!' Nlav •at.tinp .vAfan 1� sae r xa .Teas -A SOIL BORINGS "Id Z LJ OZX rr�z0 Ztx DO 0 Cim W if / I / / ZONING PUB • // 2. FILL SITE EXCEPT FOR TEMPOR RY SEDIMENT BASIN AND ZONING RMH SWALE IN AREA NOTED. SEED9STABILIZE BASIN AND SWALE 3, FILL EXISTING LAKE. ONCE FILLING BEGINS, / PRIOR TO USE. PLACE HAY BALES OR SIMILAR DEVICES AS INTO TEMPORARY SETTLING BASIN. / REQUIRED TO REDUCE TURBIDITY TO ACCEPTABLE LEVELS. EXCAVATE PERMANENT LAKE, SOD BANKS IM GRAPHIC SCALE / INSTALL PERMANENT OUTFALL STRUCTURE Ai DONBT. PROPERTY EZ BARRIO° WATER HAS SETTLED TO < 29 NTU's. A m ON PROPERTY LINE ENT�yPEMMETEO R, SEE DETAIL ON ST. ERROSION BARRIER PROPERtt DHE ----_ ENTIRE PERIMETER, SEE MT. ( IN EABRA(A)/// / /—_—______-17.30--- \ I Inch - 60 It / f9.50 V E ZONING CG T ( ' PROPOSED R NTION '6 / 00 \ / l •a \ YQ 95 AL FOND T.O.B. : I \ K A /I/% / // \ // oso `y 'o\ EDGE OF WA E 0,76 AC) t1 \ '9 a aN PERtt uRE ENTIRERE PERIMETERRL + / I. DEWATER EXISTING LAKE DIRECTLY OFF SITE. \\ ` ^ S / ' , TNL BOTTOM 0 EXISTING GRADE \� X\v OST. ROBOn BMRER vevERiinneMEa SEE DETAIL TAILI D ER NWNY.E"so`(11 R� LEGEND •� ° / //� ,J I /� / / / ® PROPOSED DRAINAGE INLET "STING SPOT ELEVATION PRavoseD SPOT ELEVATION O {. PROPOSED DRAINAGE WHOLE r / / CLPROP D sW+I ABDED ° \\\ \ /// / �, x // /!/ j I, S-t DRAINAGE smucTURE LABEL OSEDoINAGE PLPROPOSED PROPOSED ORNNAOE PIPE E%ISTINGI FlRE HYDRANT PROPOSED FORCE MAIN PROPOSED WATER MAIN (BY OTHERS) (BY OTHERS) / LPG .FR'Ld / CIX15T. I`ERTY LINE BARRIER PROPERTY UNE ENURE PERIMETER. SEE DETAIL / REMOVE GUARDRAIL & PRO OERSTDp. IIeRR WRER BEM[ .L \ \ \\ / /s RUCTURL j / END SECTION PER EL." I'll STD INDEX 400 \ / Y Ij —1 / ZONING CC / ..IH 1-,T R P> / s \x w 1,,: R 1 44 LF. TEMPORARY 12• CMP CULVERT N. INV. 20.7E Fz nINV 20.82 p SEQUENCE OF DEWATERING ACTIVITIES it "E zo:� "� / A 1. DEWATER EXISTING LAKE DIRECTLY OFF SITE, TAKING CARE TO MAINTAIN / / \ TURBIDITY AT EXISTING LEVELS. 2. EXCAVATE FILL AROUND TEMPORARY SEDIMENT BASIN / SWALE. INSTALL TEMPORARY 12" ADS DRAIN FROM BASIN TO WIMBROW DRIVE ROW SWALE ON SW CORNER OF SITE. / INSTALL TEMP. 12" ADS W/ BAFFLE BETWEEN TEMP / I / I / I / BASIN AND SWALE. PLACE HAY BALES AS REQUIRED TO TO REDUCE TURBIDITY TO ACCEPTABLE LEVELS. ESTABLISH GRASS PRIOR TO USE. II 3. FILL EXISTING LAKE,'IONCE FILLING BEGINS, DEWATER INTO TEMPORARY SEDIMENT BASIN. EXCAVATE PROPOSED LAKE. DEWATER INTO TEMP. SEDIMENT BASIN. INSTALL PERMANENT OUTFALL AFTER WATER HAS CLEARED TO < 29 NTU's. SOD BANK IMMEDIATELY UPON COMPLETION. (U " E� J J a Q 0� o €o Q O g2W 2 o2S i 0 d W 5 �� LJ 2�N� F �z W V_m WWK Y -U�g U) Z O V) Z Og WCL J ZO W � Z F QO 3� Li 0 Li OZ� ix — 0 �Zo ZNm J LU ��3 9� A SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THE FOLLOWING INFORMATION (REFERENCE SHEET C-3 AND THE FOLLOWING): 1. DRAINAGE PATTERNS - SEE ATTACHED SURVEY (EXISTING) AND SHEETS C-1 AND C-3 (PROPOSED) 2. ARM OF SOIL DISTURBANCE - SEE SHEET C-3. 3. OUTLINE ALL AREAS THAT ARE NOT TO BE DISTURBED - SEE SHEET C-3. 4. THE LOCATION OF EXPECTED STABILIZATION PRACTICES - SEE SHEET C-3. S. WETLANDS AND SURFACE WATERS - SEE SHEETS C-1 i C-3, AND ATTACHED SURVEY. 6. LOCATORS WHERE ST(MMWATER MAY DISCHARGE TO A SURFACE WATER OR MS4. SEE SHEET C-1. 7, DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY. -CLEARING, EXCAVATION AND SITE IMPROVEMENTS OF 4,549 ACRE UNDEVELOPED PROPERTY FOR THE ULTIMATE DEVELOPMENT OF A COMMERCIAL SITE 8. DESCRIBE THE INTENDED SEQUENCE OF MAJOR soit DISTURBING ACTMTI S- ON -SITE 1.) INSTALL SILT FENCE AROUND PERIMETER. 2.) CLEAR IN VICINITY OF THE TEMPORARY SEDIMENT BASIN, AS SHOWN ON SHEET C-3. 3.) DEWATER EXISTING LAKE DIRECTLY OFF SITE BEFORE FIWNG. 4.) FILL AROUND TEMP. SEDIMENT BASIN / SWALE. THIS WILL SERVE TEM AS THE PORARY SE TLEMENT POND FOR ON -SITE DE -WATERING OPERATIONS. 5.) FILL EXISTING. RAKE, DEWATER INTO TEMP. SEDIMENT BASIN, 6.) ALL DEWATERING ACTIVITIES DURING CONSTRUCTION (UTILITY TRENCHES, ETC.) AND STORM RUNOFF SHOULD BE CAPTURED/TREATED BY DETENTION IN THE PROPOSED LAKE OFF -SITE 1.) INSTALL SILT FENCE AT DDWNGRADIENT SIDES OF CONSTRUCTION/CLEARING ACTIVITIES. 2.) DO NOT CLEAR OR EXCAVATE UNTIL ON -SITE DRAINAGE SYSTEM IS COMPLETED. 3.) INSTALL DRAINAGE STRUCTURES AND PIPE CONNECTIONS TO ON-STI'E LAKES. 4.) COMMENCE CLEARING OF DITCHES/GRADING OF RIGFR-OF-WAYS. DE -WATER AND GRADE POTENTIAL RUN-OFF TO DRAINAGE STRUCTURES (TO DRAIN TO ON -SITE LAKES). 5.) SEED GRADED AREAS IMMEDIATELY, MAINTAIN SILT FENCE. INSTALL HAYBALES OR OTHER MEASURES IN SWALES. SOD SWALE BOTTOMS AS SOON AS POSSIBLE. 6.) MAINTAIN ALL FACILITIES REGULARLY. 9. TOTAL AREA OF THE SITE: 4.549 ACRES 10. TOTAL AREA OF THE SITE TO BE DISTURBED: 4.549 ACRES IT. EXISTING DATA DESCRIBING THE S00. OR QUALITY OF ANY STORMWATER DISCHARGE: 12. DRAINAGE AREA SIZE FOR EACH DISCHARGE POINT: -TOTAL BASIN, 4.549 ACRES - DISCHARGE POINT AT S.W. CORNER OF SITE (DS-3). 13. LATITUDE AND LONGITUDE OF EACH DISCHARGE POINT RECEIVING WATER OR MS4 FOR EACH DISCHARGE POINT: LONL N.E (AT DS-103) 2TJ4'46' 818' BEST MANAGEMENT PRACTICES (BMPS) AND MEASURES THAT WILL BE IMPLEMENTED AT THE CONSTRUCTION SITE AND TIME FRAMES IN WHICH THE CONTROLS WILL BE IMPLEMENTED. SEE DETAILS AND NOTES, SHEETS C-3 & C-4. THE CONTRACTOR WILL USE HAY BALES, SILT FENCE, FILTER BARRIERS AND OTHER BMP'S, SEE DETAIL THIS SHEET. 1. TIME FRAMES: A PRIOR TO ANY LAND DISTIXRSINCE: 1. PLACE SILT FENCE AT PROJECT PERIMETER AND ADJACENT TO ALL WETLANDS AND/OR OTHER SURFACE WATERS NOT TO BE DISTURBED. 2. PLACE SILT FENCE AND/OR TURBIDITY BARRIERS AT OUTFALL DITCH - SOUTH WEST OF SITE. 3. CONSTRUCT HARD SURFACED ACCESS DRIVEWAY INTO SITE. (GRAVEL/ROCK) B. DURING INITAL CLEARING OPERATIONS: 1. MAINTAIN SILT FENCE AND TURBIDITY BARRIERS. C. DURING EXCAVATION: 1. CONSTRUCT PERIMETER BERM. STABILIZE WITH GRASS IMMEDIATELY. 2. STABIUZE (SOD) BANKS IMMEDIATELY UPON COMPLETION OF TEMP. SWALE AND BASIN. 3. CONST. TEMP. BERMS AROUND PERIMETER OF LAKE AND PROVIDE TEMPORARY PVC OR ADS PIPE/DRAINS TO LAKE TO CONTROL STORWWATER RUN-OFF AND PREVENT LAKE BANK WASH -OUTS. 4. STABILIZE ALL DENUDED SOILS WITHIN 7 DAYS THAT ARE EITHER AT FINAL GRADE OR ARE TO BE LEFT UNDISTURBED FOR MORE THAN 30 DAIS. 5. STABIUZE SOIL STOCKPEEA D. DURING UTII'I, WORK /DRAINAGE WORK: 1, DE -WATER INTO TEMP SEDIMENT BASIN. 2. BACKFILL ALL OPEN TRENCHES AT THE END OF EACH DAY. 3. CONSTNUOSLY MONITOR AND REPAIR AS NEEDED, ALL SILT FENCE, HAY BALE BLOCKS, TURBIDITY BARRIERS AND OTHER BMP'S. 4. PR04IDE SILT FENCE /KAY SINES AS REQUIRED AT INLET GRATES. E. DURNG ROAD WORK' 1. PROTECT INLET TOPS W/ SILT FENCE /HAY SALES. 2. REMOVE DEBRIS OR OTHER ACUMULATION OF SILT/SEDIMENT IN INLETS/PIPES. 3. PROVIDE $00 STRIP ADJ. TO B.O.0 OR E.O.P. IMMEDIATELY AFTER PAVING. 2. TEMPORARY AND PERMANENT STABILIZATION PRACTICES: -TEMP. - HAY BALES/SILT FENCES PER PLAN. -PERM - SEEDED/MULCHED, SW, CONTROLLED GRADING AND DRAINAGE TO DETENTION BASIN. 3. STRUCTURAL CONTROLS TO BE IMPLEMENTED TO DIVERT STORMWATER FLAW FROM: -TEMP DISCHARGE DITCH W/HAY SALES -TEMP DRAINS TO LAKE -TEMP BERMS AT LAKE PERIMETER -PERMANENT BERMRK AT SITE PERIMETER. -PERMANENT DETENTION POND, 4. ALL SEDIMENT BASINS TO BE IMPLEMENTED FOR AREAS THAT WILL DISTURB 10 OR MORE ACRES AT ONE TIME. THE SEDIMENT BASINS (OR AN EQUIVALENT ALTERNATIVE) SHOULD BE ABLE TO PROVIDE 3.600 CUBIC FEET OF STORAGE FOR EACH ACRE DRAINED. -TEMPORARY SEDIMENT BASIN TO BE CREATED IMMEDIATELY AFTER CLEARING FOR THIS PURPOSE. 5. PERMANENT STORMWATER MANAGEMENT CONTROLS SUCH AS, DETENTION OR RETENTION SYSTEMS OR VEGETATED SWALES. -WET DETENTION SYSTEM INCORPORATED AS PERMANENT BMP FOR WATER QUAHTY CONTROL 8. DESCRIBE N DETAIL CONTROLS FOR THE FOLLWING POTENTIAL POLLUTANTS, WASTE DISPOSAL -ON SITE WASTE WILL BE CONTAINERIZED. 7. OFFSITE VEHICLE TRACKING -PROVIDE HARD SURFACE AT TEMPORARY DRIVEWAY (GRAVEL/ROCK) 8. PPLICATION RATES OF ALL FERTILIZERS, HERBICIDES AND PESTICIDES: 9. H/STORAGE, APPUCATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES: 10. DEPTSI N OF THE MAINTENANCE PLED FOR ALL STRUCTURAL AND NON-STRUCTURAL NTROL -CONTRACTOR SHALL INSPECT AND MAINTAIN ALL CONTROLS DAILY. -ENGINEER SHED. INSPECT PERIODICALLY. (BI-WEEKLY, MIN.) �� e,Nww wW a-r.r.r e1N h rY 0 oAa °ba' slam PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES .. .juer a PwM+ea,, � wt 1 -- -' r.rMN _ We�rw, saetlia- rr ro aM - iwf ELEVATION ._ __ _ .. 11.eK WaM 6L6O laA,a M lQ Or iOrE DITCH INSTALLATIONS AT DRAINAGE STRUCTURES wmeAJC � . w,ewwNwa-r,r..• PLAN n w ELEVATION a EE Vaa AT aauam sm else[ M rvAu aAallo alaEs AMr nlDe M +aa a sues BARRIERS FOR FILL SLOPES PwN Ins raw b Aawria a rmN,nN a,w, (Aazw. +x . +ra aw. [saw n remanM A.' e,a a..na we eo.anwP.,.. Nlm a razor m r saw. A-m. Vaa.a�aa� PLAN PLAN r.e. m.wwwW a-t.r.raurhea. A„a,ewwe a-r.rzrsmwheaa A.N. rwwmL..ww wn :-r,r.A•aN,«Tea. ELEVATION ELEVATION AP,wem, M aAw1,P�M� PrN Y 1 A,N J,enae NaN N MIN b w eMA-1N4btlw Ne Ka TYPE IT TYPE I BARRIER FOR UNPAVED DITCHES �weN� �a✓a geaN Pr raV aal vti e1N .A malR. Cen�b w Mb e rxw Foene 1n 4 r I al rb. m L P ELEVATION SECTION NNs en rm b r reN a VNr m. emlmd e,n P^� a taM rl row fvA TYPE - - - SILT FENCE + O � a®N'n • •'� rm�wTp-aw.mNm Rae ••• !Ee Fexe RebNla, ArauN amn e.N.n, I.Nb Au'e.INNA.,. ai ceases r M 4,pbY e a uenn� Y,N Nl Ewm NI wl s . Am, anm Pemawnl Maq T_ "" al hs ewr. pl Aaaa ee b N u,.A N WaM mmum. I,M zwlNr lvnr. I Pmeanl a,AN, a wlw. SILT FENCE APPLICATIONS EROSION CONTROL NOTES All turbidity. erosion, and eedhnentation controls #hall be in accordance with 'Beat Management Pruetiass' as deecrlbed In the Florida Land O-1- ent Manual• A OuMe to Sound Lend end Water Manaoanent Referonce F.D.O.T. Indez /102. EROSION CONTROL DETAILS N.T.S. EXISTING ' TRUNK OU VARIES MASONS STRING W/ FLAGGED RIBBON CONTINUOUS AROUN BARRIER 2 ROWS ELEVATION NTS EXISTING TREE TRUNK oIAAIETER VARIES \\\YIYJ\ ',d'S 4' O.C. PLACED E DRIP LINE, OR AT N EXISTING/PROPOSED NY (AS REQUIRED) MASONS STRING W/ PUGGED RIBBON CONTINUOUS AROUND BARRIER 2 ROWS �- r - N2'S 4. O.C. PLACED AT TREE DRIP UNE. OR AT PLAN VIEW ME OF IXanNc/PRaPosEo NTS PAVEMENT (AS REQUIRED) NOTES: TREE PROTECTION. O NL TREES RETNNED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND WRING CONSTRUCTION ACTIVITIES. (� UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPUNE WHERE ABLE. (C) INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT IDSTEMS OF EXISTING TREES. (DOF TNCEREES/TO BE PR SERVVEED, BE SHALL BE INSTALLED AT PERIMETER DURµNG�CONNSTRES RUUCT10� TREE PROTECTION BARRIER EROSION CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR, 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. S. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT, 9. WHEN WORK IN A LIVE WATERCOURSE IB PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10, PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY• SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA, STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102. AND 103 OF FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL SMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. 17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE. 18. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. 19. DEWATERING ACTIVITIES: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. 8 - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING', UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. C - NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. 20. 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