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HomeMy WebLinkAbout1997 - Paving & Drainage Site Plan22.6 I J S B TI H H N S \ D a a � >•O SE TI a � � HIGH N PR ECT SEBASTIAN �� �!F CHEAPER'S L ATM HIGHLAN STR ANC w 3 CHESSER'S D w h GAP O 3 a- N ro rh un cD o G• \ o 0 \ N SEBASTIAN \ HIGHLANDS rn LOCATION MAP NTS t� 70,.1 21 8 EXISTING SPOT ELEVATIONS L 23.00 PROPOSED SPOT ELEVATIONS 22.2 DRAINAGE FLOW ARROWS ij TRAFFIC FLOW ARROWS E �QlV Qom' HANDICAPPED SYMBOL r5Q FS j 2 . 24.4 1) 0./ xk PROPOSED LIGHT POLE 22.5,,E xj S 's Ix 7 \08 r; S AA \vv 3 E A® moo? X �� ��d� it �"/ ,• �� � o`o AV 000 Ile \ 'OL r0 �(b 01 �cb. 2 PAVING ,r DRAINAGE <- / /0 2 0 tK \ ° �!• ! NCO \ 4.00 W F\ / /tiL \ 10 76 -93, 23.19 22.73 23.35 22.88 N • �/ �/tic \ F� � s 23•8 SITE INFORMATION E.O.P. EXISTING EDGE OF PAVEMENT F.H. EXISTING FIRE HYDRANT G.V. EXISTING GATE VALVE P•P• EXISTING POWER POLE O.H.W. OVER HEAD ELECTRIC O EXISTING SANITARY SEWER DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS NORTH SOUTH EAST WEST BOTTOM ELEV DESCRIPTION 10 23.00 21.00 19.50 2O 23.00 20.83 20.B3 19.50 TYPE "C' CATCH BASIN 3O 23.00 20,61 - 20.61 19.80 TYPE "C" CATCH BASIN ® 23.00 20.84 20.10 TYPE "C' CATCH BASIN 5O 23.00 20.60 20.60 21.00' 20.50 TYPE "C" CATCH BASIN © 23.00 20.35 20.35 20.50 TYPE "C' CATCH BASIN 7O 23.80 20.40 20.45 20.45 20.00 4'0 STORM MANHOLE EXISTING STRUCTURE 23.02 19.80 19.60 DROP INLET OWNER / BAYROCK INVESTMENT COMPANY 401 EAST BOULEVARD, SUITE 210 CHARLOTTE, NORTH CAROLINA 28203 704-344-1147 2 \ ATTENTION: MR. MATT BOGDOVITZ /0, . \ SURVEYOR JAMES A. FOWLER SURVEYING 929 - 7TH AVENUE / VERO BEACH, FLORIDA 32960 23� 1-561-562-4744 ARCHITECT \ ALLEN AND ASSOCIATES, ARCHITECT \ 605 BAXTER STREET JOHNSON CITY, TENNESSEE 37601 \ 423-926-2727 \ ZONING PUD-C SPEED LIMIT NOT POSTED SITE DATA SITE AREA = 59,968 SF = 100.0% = 1.38 Ac BUILDING AREA = 4,768 SF PAVEMENT AREA = 35,308 SF CONCRETE WALKS, PADS = 2,646 SF TOTAL IMPERVIOUS AREA = 42,722 SF = 71.2% TOTAL OPEN AREA = 17,246 SF = 28.8% PARKING DATA PARKING REQUIRED RESTAURANT = 60 SEATS (1 SPACE/ 3 SEATS) = 20 SPACES GAS STATION = 8 PUMPS (1 SPACE/PUMP) = 8 SPACES CONVENIENCE STORE = 1,782 SF (1 SPACE/200 SF) = 9 SPACES TOTAL SPACES = 37 SPACES PARKING PROVIDED = 38 SPACES (35 STANDARD, 3 ACCESSIBLE) BUILDING HEIGHT EAVE HEIGHT = 14'-T CONSTRUCTION SCHEDULE START CONSTRUCTION JULY 1997 END CONSTRUCTION DECEMBER 1997 PERMITS REQUIRED CITY OF SEBASTIAN SITE PLAN APPROVAL INDIAN RIVER COUNTY RIGHT OF WAY PERMIT FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' PER F.I.R.M. PANEL No. 12061CO078 E, DATED MAY 4, 1989. SURVEY BENCHMARK TOP OF SANITARY SEWER IN CENTER OF SOUTH FLEMING STREET 43 FEET BACK OF C.R. 512 INTERSECTION. BENCHMARK ELEVATION = 24.00' DRAINAGE DATA THE SITE IS LOCATED IN THE EXISTING CHESSER'S GAP PUD. DRAINAGE FOR THIS PARCEL HAS BEEN APPROVED BY THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT AS PART OF THE OVERALL CHESSER'S GAP PROJECT. THE APPROVED MAXIMUM PERCENT OF IMPERVIOUS AREA ALLOWED FOR THE EXISTING LOT IS 80%. THE PROPOSED IMPROVEMENTS FOR THIS LOT HAVE A MAXIMUM IMPERVIOUS AREA OF 71.2%. WATER SOURCE WATER TO THE SITE IS AVAILABLE VIA AN EXISTING INDIAN RIVER COUNTY WATERMAIN LOCATED ALONG THE WEST SIDE OF FLEMING STREET. SEWER SOURCE SEWER TO THE SITE IS AVAILABLE VIA AN EXISTING INDIAN RIVER COUNTY GRAVITY SEWER MAIN LOCATED ALONG THE CENTERLINE OF FLEMING STREET. SITE ADDRESS FLEMING STREET SEBASTIAN, FLORIDA 32958 LEGAL DESCRIPTION A PORTION OF SECTION 13, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA MORE PARTICULARLY DESCRIPED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 1, CHESSER'S GAP SUBDIVISION AS RECORDED IN PLAT BOOK 13, PAGE 76, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, RUN NORTH 51' 49' 23" WEST ALONG THE NORTHERLY RIGHT-OF-WAY OF SOUTH FLEMING STREET, 183.00 FEET TO THE EXISTING SOUTHERLY RIGHT-OF-WAY OF COUNTY ROAD 512; THENCE NORTH 38' 10' 37" EAST, ALONG SAID RIGHT-OF-WAY 254.58 FEET TO A POINT ON THE NORTH LINE OF SECTION 13, TOWNSHIP 31 SOUTH, RANGE 38; THENCE SOUTH 89' 32' 56' EAST, 234.25 FEET TO THE NORTHWEST CORNER OF AFOREMENTIONED LOT 1; THENCE SOUTH 38' 10' 37" WEST ALONG THE WESTERLY LINE OF LOT 1, 400.81 FEET TO THE POINT OF BEGINNING. CONTAINING 1.38 ACRES. 48 HOURS BEFORE DIGGN CALL TOLL FREE 1-800-432-- U. N. C. L. E. UNDERGROUND' NOTIFICATION CENT& 4 � I O :2 U) :2 �- N � -5 a i t _ r � � • r U Z cn LW F_ O O W N V G O 10 pi ' 0 n Z Q C r� P co W z = J LL rn �1/ / J d _ O t} =�wzx t ® V N m = LL e a a CIO 2 Q W 2 L_ O uj o 0 �- cc z W Q2 VJ uj z Q zQ m w co SHEET cl OF 3 97-226 i -1/2" TYPE 5 -1 A5PHALTIC CONCRETE CONSTRUCT 6" COQUINA OR LIME ROCK 6A5E COMPACTED TO 96% MAX. DRY DEN5ITY PER AA5HTO T -160 METHOD, L5K 100 �STADILIZED 5U0&BADE MIN. DEPTH OF 6", COMPACTED TO 967 MAX. DRY DENSITY PER AA5HTO T -180 METHOD, MIN. FI3V 50 P51. FLEXIBLE PAVEMENT SECTION N•T.5. 5AW -GUT AND TACK GOAT EXISTING EDGE EX 15T I N& A5PHALT PROPOSED ASPHALT PAVEMENT EX 15T IN& 5A5E PKOP05ED 5A5E EX 15T IN& 5U5 - GRADE PROP05ED 5U0 - GRADE PAVEMENT SAW -CUT AND BUTT JOINT N,T,S, 5" UNREINFORCED CONCRETE (F'C-3000 P.5.I.) A. a L-6" 57ADILIZED 5U6-GRA0E F8V OF 50 P.5.1, COMPACTED TO 98Z MAX. DRY DENSITY PER AA5HTO T -180 METHOD CONCRETE PAVEMENT SECTION NT5 (ALTERNATE) MATCH EXISTING GRADE SAW -GUT EXI5TIN& ASPHALT AT SAW -GUT EX 15T INC, PROPOSED A5PHALT CONCRETE PAVEMENT FO\\\\\\\\\\\\\�\\\\\\\\\\� - . PAVEMENT N.T.S. (ALTERNATE) #4 DOWELS FOR ANCHORING (2 REQUIRED) 1' - 0" 4'-0" l' - O" 6- 0" FRONT ELEVATION 5EGTION PRE -CAST CONCRETE WHEEL STOP DETAIL N.T.S. 4'-5" 3'-4" 2'-0" FINI%E0 GRADE I500oED SWAL-EI 7 Do H.S. 20 TRAMC GRATE W Q FOK PIPE slzE 1. 5EE D DO RAINAGE PLAN5 FOR ELEV. HANDICAPPED PARKING 51 &N PER FTP-25 ►ARRINY Ir DISAILeo FIRMIT ONLY L$250 FINE FTP -25 MIN. PERPENDICULAR NOTE5- I, TOP PORTION OF FTP 25 SHALL HAVE A REFLECTIVE GLUE 6AGK&ROUND WITH REFLECTIVE 5YM60L AND DOKDEK. 2. 60TTOM PORTION SHALL HAVE A REFLECTIVE WHITE 6AGK&ROUND WITH &LACK OPAQUE LEGEND AND DORDER. 3. FTP 25 15 FOR U5E IN AREA5 WHERE 5PAGE 15 LIMITED. 4. HEIGHT SHALL DE 7 FEET MEA5URED FROM THE GROUND OR SIDEWALK TO THE 5OTTOM OF "PERMIT ONLY' 51&N OK 6 FEET TO THE 5OTTOM OF $250 FINE" 51&N. HANDICAPPED PARKING DETAIL NTS 3" TYPE 5 -1 A5PHALTIG CONCRETE 1" FCC WITH GROUND TIRE /,- KU6 E FRICTION COURSE ON5TKUCT 10" COQUINA OR LIME ROCK 6A5E COMPACTED TO 98% MAX. DRY DENSITY PER AA5HTO T -160 METHOD, MAX. 6" LIFT5 `-STAR I L I ZED 5U5GRADE MIN. DEPTH OF 12", LDR 40 AT 100% DEN5ITY PER AA5HTO T -160 METHOD. PAVEMENT SECTION WITHIN FDOT RIGHT OF WAY NT5 a CONDITIONS ra WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES Median ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND THE AREA 2' OUTSIDE THE EDGE OF PAVEMENT FOR A PERIOD OF /5 500' I00'Min. MINUTES OR LESS Work Area (Work Vehicle With Flashing Warning Light(s) Operating) GHT LANE CLOSED 1000 FT a - � a f- Median 'r-)IRECTION OF FL FA(5RIC-� _ DAGKFIL I - TRENCH -r- - I I-UT1 - - 18" TOE IN FLA SODDED 5LOPfi SILT-5ARRIEK (FABRIC FENCE) EXISTING GRADE ---I I+- VARIES FADR I C FENCE SILT - f5ARR I EK -i TWO (2) rHROUGH 5ALED HAY 5 I LT - f5ARR I EK PER I METER ER051 ON AND 5EDIMENT CONTROL 1. GONTRAGTOR 15 REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT 51TE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER 6ALED HAY OR FA6RIG FENCE TYPE SILT 6ARRIER 15 ACCEPTA6LE. THE 6ARRIER MU5T REMAIN IN PLACE UNTIL UPLAND VEGETATION 15 E5TA61_I5HED. 2. 6EFOKE REMOVING SILT 6ARRIER, CONTRACTOR SHALL COLLECT AND D15PO5E OF ANY ACCUMULATED SILT. SILT FENCE [DETAIL a a Median ��0 ° 0 0 00° 11 500' '1' 500' I1 1150'-2( CONDITIONS &ENEKAL NOTES 1. CONTRACTOR 15 KE5PON515LE FOR CHECKING ACTUAL 51TE CONDITIONS 5EFOKE STARTING CONSTRUCTION. 2. ANY D15GREPANCIE5 ON THE DRAWING5 SHALL DE 5ROU&HT TO T ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL ODTAIN ALL REQUIRED 5UILDIN& PERMITS DEFOKE COMMENCING WORK. 4. CONTRACTOR SHALL 5E KE5PON516LE FOR LOCATION OF ALL EX I5T I NG UT I L I T I E5. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEA5T 46 HOUR5 IN ADVANCE FOR CONSTRUCTION OPERATIONS. 5. NO FIELD CHAN&E5 OR DEVIATIONS FROM DESIGN TO DE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL GON5TKUGTION SHALL DE COMPLETED IN ACCORDANCE WITH APPLICABLE ORDINANCE5 OF CITY OF 5EDA5TIAN, FLORIDA. 7. 5OUNDARY AND TOPOGRAPHIC INFORMATION PREPARED DY JAME5 FOWLER, INC., DATED 2/26/97, ALL ELEVATIONS ARE A55UMED PER BENCHMARK REFERENCED ON TH15 5UKVEY. 8. CONTRACTOR 5HALL SUPPLY DEN5ITY TE5T5 TO ENGINEER ON ALL 5U0 - GRADE AND DA5E. TE5T5 SHALL DE PREPARED PER A5HT 150 METHOD. 9. SLOPE GRADES FROM ELEVATION5 SHOWN TO EXI5TIN& GRADE AT PROPERTY LINE. 10. ENGINEER 5HALL 5E NOTIFIED AT LEA5T 46 HOUK5 IN ADVANCE ANY INSPECTION. 11. CONCRETE PAVEMENT ALTERNATE SHALL 5E PROVIDED WITH CONTRACTION JOINT5 (20' MAXIMUM 5PAGING) WITH 1-1/2" DEPTH. 12. CONCRETE PAVEMENT ALTERNATE SHALL DE PROVIDED WITH A PIGMENTED LIQUID MEM15RANE CUR I N& COMPOUND CONFORMING T REQUIREMENTS OF A5TM DE51&NATION (309). 13. ALL TRAFFIC CONTROL DEV I GE5 SHALL 5E IN ACCORDANCE WITH M.U.T.C.D. 5TANDARD5. 14. ALL CONSTRUCTION SHALL DE IN ACCORDANCE WITH THE FLORID DEPARTMENT OF TRANSPORTATION "STANDARD 5PECIFIGATION5 FO ROAD AND DRID&E C,ON5TKUGTION", DATED 1994. 15. ALL PARKING 5PAGE MARKINGS, WITH THE EXCEPTION OF THE HANDICAPPED PARKING 5PAGE5, SHALL 5E WHITE REFLECTIVE TRAFFIC PAINT AND IN ACCORDANCE WITH THE FLORIDA DEPAR OF TRANSPORTATION (F.D.O.T.) STANDARD 5PECIFICATION5 FOR ROAD AND DKID&E CON5TRUCTION, 1994, SECTION 710. 16. ALL HANDICAP PARKING 5PAGE5 5HALL DE SIGNED AND MARKED I ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DE51GN 5TAN INDEX NO. 17346. 17. ALL PARKIN& STRIPES WITH THE EXCEPTION OF HANDICAPPED 5PAGE5 SHALL 5E 4" WIDE, WHITE REFLECTIVE TRAFFIC PAINT. PROPERTY LINE 12' 11 18 24' 20' 5' 1. 5' GREEN PARKING DRIVEWAY PARKIN& IDE &R AREA ALK AR CONDITIONS MATCH EXI5TIN& WHERE ANY VEHICLE, EQUIPMENT, &BADE AT WORKERS OR THEIR ACTIVITIES PROPERTY LINE ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND THE AREA 2' OUTSIDE THE EDGE OF - - - PAVEMENT FOR A PERIOD OF MORE THAN 15 MINUTES BUT LESS THAN 60 MINUTES WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND TI,E AREA 2' OUTSIDE THE EDGE OF PAVEMENT FOR A PERIOD OF 60 MINUTES OR GREATER °°00 a-sae- o I nrk rq f} 2640' D //40' D /(Ml D 500' 1 L /50'-200' I T Cones Or Tubular Markers At 25' Centers And Type I Or Type 1T Barricades Or Vertical Panels Or Drums ROA OHT LAN CHT ITMILEIo> �,C MILE �[C500 FT'LANE SYMBOLS ® Work Area Sign With 18'x 18" (Mtn.) Orange Flag And Type B Light o Type I Or Type -Y Barricade Or vertical Panel Or Cone Or Tubular Marker Or Drum D Work Zone Sign II-' Flogger .o. Advance Warning Arrow Panel COMPACTED SUBGRADE PLAN SECTION .2" GRAVEL SUMP PRE -CAST TYPE "C" CATCH BASIN N.T.S. N 5'- 0" 1-1/2" TYPE 5 -1 ASPHALTIC CONCRETE SLOPE / PLAN -1J�` SLOPE / PLAN .. 'x . , x• x . ' k x , x' `t x J� -1 • 6X6 10/10 WWM 1# 4 5AR CONT. M 1 P' s, ITI 6" LIMEROCK OR GOQUINA MIN, DA5E 6" 5TADILIZED 5U5-GRADE o CONCRETE SIDEWALK DETAIL II N.T.S. At 50' Centers For First 250', Thereafter Cones Or Tubular Markers At 50' Centers And Type I Or Type 1T 77 Barricades Or Vertical Panels Or Drums At 100' Centers. 10 Maximum Spacing Between Devices (FT) To Be Equal To The Speed Limit (MPH) But Not Greater Than 25' For Cones Or Tubular Markers Or 50' For Type I Or Type 1T Barricades Or Vertical Panels Or Drums. GENERAL NOTES 1. Work operations shall be confined to one traffic lone, leaving 8. L (m1nJ-Length of taper in feet the adjacent lone open to traffic. -WS for speeds r 45 mph • WSt for speeds s 40 mph 2. All vehicles, equipment, workers and their activities are 6T restricted at all times to one side of the pavement. Where: 3. The first two warning signs, each side, shall have an 18"x 18" (min.) W=W/dth of lateral transition /n feet S-Posted speed limit (MPHo TYPICAL APPLICATIONS orange flag and a Type B light attached and operating at all times. 4. Mesh signs may be used for (Daylight Only) operations 9. Arrows denote direction of traffic only and do not reflect Pavement Resurfacing Type B Lights and Orange Flags are not required. pavement markings. Pavement Repair 5. On undivided highways the median signs as shown are to be omitted. l0. Longitudinal dimensions are to be adjusted to fit field conditions. See Index No. 600. Utility Work Bridge Repair 6. When work /s performed In the median lone on divided highways the H. When work /s being performed on a multilane undivided roadway Guardrail Work barricading pplan Is Inverted and left lane closed and lane reduction signs substituted for the right lone closed and lone reduction signs. the signs normally mounted in the median (as shown) shall be Pavement Coring And Straight Edging omitted. The some applies to undivided highways with the follow/nnaa exceptions: (a) Work shall be confined within one median lane. (b) Additional barricades, cones, or drums shall be placed along the centerline 12. This TCZ plan does not apply when work Is being performed in abutting the work area and across the trolling end of the work area. the middle or inside lone(s) of a six or more lane highway. See Indexes Nos. 6/6 and 6/7. When work on undivided higghways occurs across the centerline so as to encroach on both median lanes, the Inverted plan Is applied to the approach of both roadways. 13. When a side road Intersects the highway on which work 1s being 7. The RIGHT (LEFT) LANE CLOSED signs are to be removed or performed additional traffic control devices shall be erected TRAFF/C CONTROL THApIBH WORK ZONES In accordance with other applicable TCZ Indexes. MULTILANE, DIVIDED AND UNDIVIDED fully covered when no work is being performed and the highway 14. For general TCZ requirements and additional Information, refer RURAL • OPERATIONS ONE Is open to traffic. to Index No. 600. DAYLIGHT PERIOD OR LESS MAINTENANCE OF TRAFFIC PLAN FDOT INDEX NO. 612 STOP 5LOPE / PLAN EROSION AND 5ED I MENTAT I ON CONTROL NOTES A O FOR O A TMENT N DARD5 A GON5TKUGTION ACTIVITIES -AN RESULT IN THE GENERATION OF 516NIFIGANT AMOUNTS OF POLLUTANTS WHICH MAY REACH 5URFAGE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF 5URFAGE WATERS 15 SEDIMENT DUE TO HE EROSION. EXCE551VE QUANTITIES OF SEDIMENT WHICH REACH WATER DODIE5 OF FLOODPLAIN5 HAVE 15EEN SHOWN TO ADVERSELY AFFECT THEIR PHY5ICAL, 510L0&ICAL AND CHEMICAL PROPERTIES. TRANSPORTED SEDIMENT CAN 055TRUCT 5TREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF WATER 15ODIE5 OF FLOODPLAIN5, REDUCE THE DESIGN CAPACITY OF CULVERT5 AND OTHER WORK5, AND ELIMINATE DENTHIC INVERTE5KATE5 AND FI5H 5PAWNIN& 5Uf35TKATE5 DY 51LTATION. EXCESSIVE 5U5PENDED SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. MINIMUM 5TANDARD5 1. SEDIMENT DA51N AND TRAPS, PERIMETER DIKE5, SEDIMENT 5ARRIEK5 AND OTHER MEASURES INTENDED TO TRAP 5EDIMENT SHALL DE GON5TKUGTED A5 A FIK5T STEP IN ANY LAND-D15TRIDUTIN& ACTIVITY THE AND SHALL DE MADE FUNCTIONAL DEFOKE UN5LOPE LAND D15TURDANCE TAKE5 PLACE. a 2. ALL SEDIMENT CONTROL MEA5UKE5 ARE TO DE ADJUSTED TO MEET FIELD COND►TION5 AT THE TIME OF GON5TKUGTION AND DE CONSTRUCTED PRIOR TO ANY GRADING OR D15TURDANCE OF EXI5TIN& 5URFAGE MATERIAL ON 5ALANCE OF SITE. PERIMETER SEDIMENT 6ARRIER5 SHALL 5E CONSTRUCTED TO PREVENT SEDIMENT OR TKA5H FROM FLOWING cn OR FLOATING ON TO ADJACENT PKOPEKTIE5. N N T- 3. PERMANENT OR TEMPORARY 501L 5TADILIZATION SHALL DE APPLIED TO rI DENUDED AREA5 WITHIN SEVEN DAY5 AFTER FINAL GRADE 15 REACHED rn ON ANY PORTION OF THE SITE. TEMPORARY 501L 5TA51LIZATION SHALL 5E APPLIED WITHIN SEVEN DAY5 TO DENUDED AREA5 THAT MAY NOT 5E AT FINAL GRADE 5UT WILL REMAIN UNDI5TURDED FOR LONGER THAN 30 DAY5. PERMANENT 5TA51LIZATION SHALL DE APPLIED TO AREA5 THAT ARE TO DE LEFT UNDI5TURDED FOR MORE THAN ONE YEAR. 4. DURING CON5TRUCTION OF THE PROJECT, 501L 5TOGKPILE5 SHALL DE 5TA51L I ZED OR PROTECTED WITH 5EDIMENT TRAPPING MEASURES. THE APPLICANT 15 KE5PON516LE FOR THE TEMPORARY PROTECTION AND PERMANENT 5TA61LIZATION OF ALL 501L 5TOCKPILE5 ON 51TE A5 WELL THE A5 501L INTENTIONALLY TRAN5PORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL 5E E5TA5L 15HED ON DENUDED AREA5 NOT OTHEKW15E PERMANENTLY 5TADILIZED. PERMANENT VEGETATION 5HALL NOT 5E CONSIDERED E5TA5L 15HED UNTIL A GROUND COVER 15 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15 UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIDIT EROSION. R 6. 5TADILIZATION MEA5URE5 SHALL 5E APPLIED TO EARTHEN 5TRUGTURE5 5UCH A5 DAM5, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLAT ION. 7. 5URFAGE RUNOFF FROM D15TURDED AREA5 THAT 15 COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACKE5 SHALL 5E CONTROLLED DY A SEDIMENT 5A51N. THE SEDIMENT DA51N 5HALL 5E DE5I&NED AND CON5TRUCTED TO ACCOMMODATE THE ANTICIPATED 5EDIMENT LOADING FROM THE LAND-D15TURDIN& ACTIVITY. THE OUTFALL DEVICE OR 5Y5TEM DE51&N SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE D15TURDED AREA TO 6E SERVED 5Y THE 5A5IN. 6. AFTER ANY 51&NIFIGANT RAINFALL, 5EDIMENT CONTROL 5TRUGTURE5 WILL 5E IN5PECTED FOR INTE&KITY. ANY DAMAGED DEVICE5 5HALL 5E CORRECTED IMMEDIATELY. 9. CONCENTRATED RUNOFF 5HALL NOT FLOW DOWN GUT OR FILL SLOPES UNLE55 CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT EN CHANNEL, FLUME OR SLOPE DRAIN 5TKUGTURE. 10. WHENEVER WATER 5EEP5 FROM A SLOPE FACE, ADEQUATE DKAINA&E OR OTHER PROTECTION SHALL DE PROVIDED. PROP. 5LD&• 11 5EDIMENT WILL DE PREVENTED FROM ENTEKIN& ANY STORM DRAIN F.F.- 24.50 5Y5TEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPEKA6LE DURING CONSTRUCTION SHALL DE PROTECTED 50 THAT 5EDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIK5T DEIN6 FILTERED OR OTHERWISE TREATED TO REMOVE 5EDIMENT. Q O - N n It 0 W PAVEMENT 15EE DETAIL 12. 6EFOKE TEMPORARY OR NEWLY CONSTRUCTED 5TOKMWATEK CONVEYANCE FOR SPEC IF ICAT ION5) CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LININ& SHALL 5E 5 E C T I ON IN5TALLED IN DOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL, n 13. 13. WHEN WORK IN A LIVE WATERCOUR5E 15 PERFORMED, PREGAUTION5 SHALL DE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 5EDIMENT 24' 20' 12' 16, 5' TRANSPORT AND 5TA51LIZE THE WORK AREA TO THE &KEATE5T EXTENT P05515LE DUK I N& CONSTRUCTION. NONEKOD IDLE MATERIAL 5HALL DE DRIVEWAY PARKING GREEN IDE U5ED FOR THE CONSTRUCTION OF CAU5EWAY5 AND COFFERDAMS. AREA ALK EARTHEN FILL MAY 5E USED FOR THESE STRUCTURES IF ARMORED 5Y WHEEL 5T0J PE 5L / PLAN NONERODI6LE COVER MATERIALS. 14. WHEN A LIVE WATERCOURSE MU5T DE CR055ED DY CON5TRUCTION PROP. OLD&. VEHICLE5, A TEMPORARY 5TREAM CK0551N6 CON5TRUCTED OF F.F.- 24.50 NONERODI5LE MATERIAL SHALL DE PROVIDED PAVEMENT (5EE DETAIL FOR SPECIFICATIONS) SECT I ON --4( E5 15. THE 5ED AND DANK5 OF A WATERCOURSE SHALL 5E 5TA51LIZED IMMEDIATELY AFTER WORK IN THE WATEKCOUK5E 15 COMPLETED. 16, PERIODIC 1 N5PECT I ON AND MAINTENANCE OF ALL 5EDIMENT CONTROL 5TRUGTURE5 MU5T f5E PROVIDED TO ENSURE INTENDED PURPOSE 15 ACCOMPLI5HED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL DE CONTINUALLY RE5PON515LE FOR ALL 5EDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES 5HALL DE IN WORKING CONDITION AT THE END OF EACH WOKKIN& DAY. 17. UNDER&ROUND UTILITY L I NE5 SHALL 5E I N5TALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE GR I TER IA- )PEKTY LINE A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY DE OPENED AT ONE TIME. 5. EXCAVATED MATERIAL SHALL 5E PLACED ON THE UPHILL 5IDE OF TKENCHE5. C. EFFLUENT FROM DEWATEKIN& OPERATIONS 5HALL DE FILTERED OR PA55ED THKOU&H AN APPROVED 5EDIMENT TRAPPING DEVICE, OK DOTH, AND DI5CHAK&ED IN A MANNER THAT DOE5 NOT ADVERSELY AFFECT FLOW IN& 5TREAM5 OR OFF-51TE PROPERTY. PROP05ED 360 RGP D. RE5TA51LIZATION 5HALL DE ACCOMPLISHED IN ACCORDANCE WITH INV. EL. 19.0A, THE5E KEGULAT I ON5. �y 16. WHERE CON5TRUCTION VEHICLE ACCE55 ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL 5E MADE TO MINIMIZE THE TRAN5PORT OF 5EDIMENT 5Y TRACKING ONTO THE PAVED 5URFAGE, 5 E C T 10 N WHERE SEDIMENT 15 TRANSPORTED ONTO A PUDLIG ROAD 5URFAGE WITH C CUR55 AND 6UTTER5, THE ROAD 5HALL 5E GLEANED THOROUGHLY AT THE END OF EACH DAY. 5EDIMENT SHALL DE REMOVED FROM THE KOAD5 5Y SHOVEL IN& R SWEE 12' 4' 22' 5' 5' IN& LANE &BEEN AREA SIDE &REEL SH t )I _ FR WALK AREA C.R. 512 EASTBOUND EXISTING 6' S❑LID ry PROPOSED 6' S❑LID WHITE LINE REMOVE EXISTING 6' S❑LID WHIT WHITE LINE STRIPE AND INSTALL WHITE 6'-10 INSTALL WHITE THERM❑PLASTIC THERMOPLASTIC SKIP LINES. TURN ARROWS 50' TAPER 110' STORAGE SAWCUT/MATCH EXISTING EXISTING 6' S❑LID EDGE ❑F PAVEMENT WHITE LINE EXISTING EDGE OF PAVEMENT ��, '- EXI5TINC TRAFFIC O r ro O r O SIGNAL BOX p "< _< 4: 36"� RCP W/ ° PROPOSED 4' SHOULDER 'O VS-EO=N ITERED E / REMOVE EX15TIN& MITERED END 5ECTION AND CONNECT TO EXISTING 364 RGP ,Q�. ONLY CONSTRUCT 170 LF F 36'G RCP W/ MITERED ENEXISTING 36_'� RGPEXI5 NG CONCRETETRAFF SIGNAL POLEPROPOSED MITERED 14 12' 14 EXISTIN& WOOD --_---END SECTION p6, POWER POLE ---- 6,R --� ------------------- cn `?' EXISTING 5' WIDE CONCRETE 51DE ALK �? �� `�-------------------' - -- ---------- -- -- -------------- �_--� ...... •- ---- E--•------------------------------•--•-------- --- - -- - ------ RE&RADE AND SOD • 0 EXISTING DITCH ., XIS N& WOOD POWER POLE W/ GUY WIRE EXI5TII LIFT STATION LOCATION rn TURN LANE DETAIL N POLE IN CWUO D WIRE 1„ 20'-0" O PIN& AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WA5HIN& SHALL 5E ALLOWED ONLY AFTER 5EDIMENT 15 REMOVED IN TH15 MANNER. TH15 PROVISION SHALL APPLY TO INDIVIDUAL 5UDD I V I510N LOT5 A$ WELL A5 TO LARGER LAND-D15TKIDUTIN& ACTIVITIES. 19. ALL TEMPORARY ERGS ION AND 5EDIMENT CONTROL MEASURES SHALL DE REMOVED WITHIN 30 DAY5 AFTER FINAL 51TE 5TADILIZATION OR AFTER THE TEMPORARY MEA5UKE5 ARE NO LON&ER NEEDED, IN THE OPINION OF THE REVIEWER. DI5TUK5ED SOIL AREA5 KE5ULTIN6 FROM THE D151`051TION OF TEMPORARY MEA5UKE5 SHALL 5E PERMANENTLY 5TADILIZED TO PREVENT FURTHER ER05ION AND SEDIMENTATION. 20. PROPERTIES AND WATEKWAY5 DOWN5TKEAM FROM C,ON5TRUCTION SITE SHALL 5E PROTECTED FROM 5EDIMENT DISPOSITION AND EKO510N. 2t PHA5ED PROJECTS SHOULD 5E CLEARED IN CONJUNCTION WITH CON5TRUCTION OF EACH PHA5E. 22. EROSION CONTROL DESI&N AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NO5. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DE516N STANDARDS, 23. THE REVIEWER MAY APPROVE MODIFIGATION5 OR ALTER PLANS TO HE5E EROSION CONTROL CRITERIA DUE TO 51TE 5PEGIFIC GONDITIO . i 418 HOURS BE F R DIGGING Jib CALL Tc� L RE - - 2-4774 N. UNDERGROUND UT/LIT/ES OTIFICATION CENTER RAN ALL MOSBY, fL PE22326 � (n g rn Q 0 Z O N a U Z W O m Q W LU N (A D O O UW"ZQ�� I � 0010 )0 = Q O W) is ,C0 v Fx- LL Iz .- 3 0 V^ / .4 U a 0 m O Q IL ® Qcc N O IL U 2 WQ 0 F_ z 0 O -1 LL_ W UU O h- cc z W < W L2 r w W4 z F- Q co w co SHEET C 3 OF 3 97-226