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HomeMy WebLinkAbout1997 - (#4) Site PlanG3 cl ru cn rQ CD all s CD cn rn m rn v 0 2 L I/ V\ ? � - -i v __ cou 1 P ail Z111 1 NO r ,11 E-1 BA Jr, ;, � Lei — r� � �"�u'�` � �'� -v �, T ,r0 / ;"-r a a_ncl .�L� T0 1VN € ;. d .« SOLTH, 7�AT UI_�' J 0 EA-Al_°T ROAO CITY OF l� MELBOURNE CITY OF SEBASTIAN AIA�� SEBASTIAN ARPORT l7i INDIAN RIVER COUNTY �` 505 512 I� l � FELLSMERE RGAD R R°500�}SH j` ENGLAR DRIVE `\ ` 1 OP�JE. �tP z w � SUBJECT � _ Q PROPERTY t^ N -� ,�PePss° 0 1 WABASSO ROAD jl V1 CINI T Y IVA P N. T / \ iV,'DE FOR: C17-K OF SEBASTIAAI FLORIDA 1225 IVAIN STREET SEEASTIAN, FLORIDA 2?58 Se; ,`) 5o9 5J,30 esma -�1 �''7 (P LtTR 11 Cl r PROPERTYA; PROPERTY � BAFAM STFMT SECTIONS I3 AND 24 TOWNSHIP 3 I S, RANGE JSE L OCA TION VA P N. Ts PRO,EC T INDEX DRA WING DESCRIP TION SHEE T No. TI TL E SHEE T 1 SUR VE-Y DA —1 DRA INA GE A REA MA P 2 SP--1 SITE PLAN i PD-1 & PD-2 DRAINA GE PL AN 4 & 5 PD—,3 DETAILS 6 PD — 4 SPECIFI CA TIONS 7 EC-1 EROSION CONTROL PLAN 8 PROdEC T INDEX MAY 191 1997 ■ GRAVEN • THOMPSON & ASSOCIATES, INC. i ` ENGINEERS PLANNERS • SURVEYORS 2770 INDIAN RIVER BLVD. 203 VERO BEACH, FL 32960 (561) 778-3002 FAX: (561) 778-3000 HOME- OFFICE: 3563 N.W. 53RD STRET FORT LAUDERDALE, 'FL 33309 (954) 739-6400 FAX: (954) 739-6409 MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN • THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF CRAVEN • THOMPSON & ASSOCIATES, INC. IN WRITING. ENGINEER. ,iOHN V. HILL, P.E. REG. No.: I7042 C. T. A. PRO AECT No..: 950091. 0 9 -0-T CAL ROSEBUSH TERRACE _ 2o.a 2o.s i r 2T.S 21.5 r , n I IV 09" 96 -4416 . olwe 01 S K NO. 303 m (50" R/W) AK 18' x 24' C.N.P. NORTHERLY INVOIT EL 17.57 C"dr—MUCIMT oAn 4_ 12" x is' C.N.P. NORTHERLY MOLT EL 18.28 SOUTHERLY MOST EL 18.28 12, C.AIP. %-`EASTERLY INWAT EL 19.00 NHSMkY INAMT EL 18.85 C/L TULIP DRIVE (80* R/W) ia' C.N,P, EASTERLY 00"T EL 20.07 WESTERLY N*#"T EL 19.91 tY x $a* R.C.P. NORIMRLY NYERT EL 21.14 SOUTHERLY INVERT EL 21.17 O O .- w V) Mm f.i. Q m V 12'X18'R.CP. NOR"XY INVERT EL 21.16 SOUTHERLY INVERT EL 21.12 1 a' C.N.P. WAT"IMLY WVERT EL 20.70 SOUTHERLY MART EL 20.88 TOPOGRAPHIC SURVEY OF THE BARBER "THIS IS NIOT A BOUNDARY SURVEY" GRAPHIC SCALE 25 5 ,00 ( IN FEET ) I inch - 50 fL. 200 \i'-k lr' R r� GENERAL NOTES: *THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS 11 PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S 'CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974". •THE LAST DATE OF FIELD WORK: 11-26-96 *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS —OF —WAY AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THE ELEVATIONS AS SHOWY ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 9 SITE BENCHMARK: TOP OF MOST EASTERLY SANITARY MANHOLE BY CONCESSION BLDG. ELEVATION 21.98 N.G.V.D. 1929. • THE PARCEL OF LAND SHOWY HEREON IS LOCATED IN FLOOD ZONE "X" AND FLOOD ZONE "A- ( NO BASE FLOOD ELEVATION DETERMINED ) PER FLOOD INSURANCE RATE MAP 120123 0078 E, DATED MAY 4TH, 1989. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES h MEASURED VALUES ARE THE SAME. LEGM AND ABOREMA71ONS IRC IRON ROD AND CAP OAK ® SANITARY MANHOLE SIGN LB LICENSED BUSINESS NO. NUMBER ; PINE 0 DRAINAGE MANHOLE LIGHT POLE R/W RIGHT OF WAY CM CONCRETE MONUMENT PALM WELL ® MAIL OR PAPERBOX MEAS. MEASURED P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT HYDRANT O SOUTHERN BELL BOX FD. FOUND �s� SHRUBwv CABLE TV BOX O.R.B. OFFICIAL RECORD BOOK X WATER VALVE P.R.M. PERMANENT REFERENCE MONUMENT wMAPLE CO-3 POWERPOLE P.C.P. PERMANENT CONTROL POINT WATER METER BM BENCHMARK , CITRUS CLEANOUT -W ELECTRIC BOX F.F. FINISH FLOOR ELEV. ELEVATION ELM ® CATCH BASIN 0 LIGHT POLE E.O.P. EDGE OF PAVEMENT R RADIUS ® CURB INLET o DELTA L LENGTH C.M.P. CORRUGATED METAL PIPE R.C.P. REINFORCED CONCRETE PIPE CONC. CONCRETE © Q O W 4 � W W � uj 0 �N W W QV W Pa z >W U ~O W zF- qK 3 W Q ~ V qK tl 4K ch 00 W n r Cn W M � Ism � a J J z 4 m W I z N c0 r I C O LL: 0 U Q tV m f z }- r— m O '� U w O W < ~ 1-- O W n d o U 0 0 lk 1b k U) CL N a ro CD - m C C OU 07 0 co cli CD L0 m a 0 L Lo rn ul 0 a M LITTORAL ZONE 11,077 S.F. a CONNECT TRENCH DRAIN INTO RETENTION AREA (SEE DETAIL 'D') MATCHLINE "A" ( SEE SHEET DP-2 ) �- 180,00` now ADD ALTERNATE No. 1 REGRADING AND GRASSING FIELD 3 INCLUDED ADD ALTERNATE No.1 BID CRAVEN • THOMPSON & ASSOCIATES, INC. ENGINEERS • PLANNERS • SURVEYORS 2770 INDIAN RIVER BLVD. 203 VERO BEACH, FL 32960 (561) 778-3002 FAX: (561) 778-3000 FORT LAUDERDALE MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN •THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF CRAVEN •THOMPSON & ASSOCIATES, INC. IN WRITING. EXIST. 12"08" _..._._ �7 ROSE -BUSH TERRACE / 501 R/W J INV. 18.26 ® 0.00% EXISTING r EXIST. 12"x18" C.M.P. 0 0.75% RIP —RAP WEIR TO BE REMOVED `y qQ EXIST. TRENgb4RAIN TRENCH DRAIN (SEE DETAIL 'C') INSTALL EXISTING 15' — 2 1/2-PVC @ 0.00% F (1 RIP —RAP WEIR PAY ITEM SPECIAL 1-1 5'00 TO BE REMOVED 5"1'. X \ ♦ 'Gt4N E`0`F0 Dt, A1L \ \ A Y Y v , p�xisTNG I TYPE 00 22.50 \ \ J \ \ 4 +:FOLD 4; ` To pf,Y s Ek LL tkmo � y � ` , ` 23.00 ✓' ` ,,'^�, � 21,50 ♦ j�n r RENCH DRAIN (SEE DETAIL F ) \ \ 20. , ---0— --0— REGRADING & GRASSING FIELD 4 INCLUDED IN BASE BID EXCAVATION OF RETENTION BASINS (NE, NW) INCLUDED IN BASE BID TRENCH DRAIN FOR FIELDS 1,2,3,&4 INCLUDED IN BASE BID GRASSING LEGEND: SPRIG THIS AREA WITH TIFWAY 419 \ AFTER SOIL PREPARATION, PAY ITEM 570-1 (SPECIAL) SOD DISTURBED AREAS ABOVE MAINTENANCE LEVEL OF PONDS (EXCEPT LITTORAL ZONE) \ =,X WITH BAHIA SOD, PAY' ITEM 575-1 SOD THIS AREA WITH TIFWAY 419 AFTER + } �;µ„m-` >` SOIL PREPARATION, PAY ITEM 570-1 (SPECIAL) OTHER AREAS MAY BE GRASSED WITH BAHIA SOD OR SEED AS DIRECTED BY CITY. PAY ITEM 57501 (SOD) AND 570-1 (SEED) DA TE- 5-19— 97 DESIGNED B Y.- G.R.D. DRAWN 5 K- C. D. C. DESCRIPTION B)/ DA TE CK D CHECKED B 1v J V H. JOHV V. HILL, P. E No. 17002 A PPRO VED 5 KI V H. LITTORAL ZONE 11,034 S.F. O Ln 0 I GRAPHIC SCALE 4.0 0 20 40 80 iso ( IN FEET ) 1 inch = 40 ft. 11 CHAINLINK FENCING (NOT POSTS) TO BE REMOVED AND REPLACED BY CITY FORCES. CONTRACTOR SHALL REMOVE AND REPLACE ONLY THOSE POSTS AS ARE REQUIRED FOR REGRADING (NO SEPARATE PAY ITEM) (TYPICAL FOR ALL FIELDS BEING REGRADED) MATCHLINE "A" ( SEE SHEET DP-2 ) LEGEND EXISTING LIGHT POLES EXISTING DRAINAGE PIPE EXISTING GATE VALVE EXISTING IRRIGATION VALVE BOX EXISTING POWER POLE EXISTING DRAIN. PIPE W/ MIT. ENDS PROPOSED TRENCH DRAIN W f PIPE PROPOSED TRENCH PROPOSED ELEVATIONS DRAINAGE FLOW DIRECTION CONTOUR LINE NOTES: 1. SURVEY INFORMATION PROVIDED BY MASTELLER, MOLER AND REED INC. ( DRAWING # 96-4415 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND IRRIGATION (SHOWN OR NOT) BEFORE DIGGING. 3. UNLESS OTHERWISE SHOWN, ALL EXISTING DRAINAGE STRUCTURES, WITHIN LIMITS OF CONSTRUCTION ARE TO BE PROTECTED AND ARE TO REMAIN. 4. SEE DETAIL SHEET FOR LAYOUT INFORMATION ON BALLFIELDS. 5. SEQUENCE OF CONSTRUCTION TO BE SUCH THAT THE THREE BALL FIELDS WILL BE AVAILABLE FOR/PLAY AT ALL TIMES. 6. SEE DETAIL 'F' FOIE TRENCH DETAILS. 7. OWNER WILL MAKE SITE AVAILABLE FOR UNDERGROUND INVESTIGATION BY CONTRACTOR. CONTRACTOR IS RESPONSIBLE TO DETERMINE SUBSURFACE CONDITIONS & THEIR INFLUENCE ON THE PROJECT 8. N.I.C. = NOT IN CONTRACT SEAL RA EVER ST INDIAN Rf VER COUNTY All 950091 /. il FL ORIDA SCALE- 1 J01 SHEET.' PD — j OF 1c Fine Aggregate Filter Fabric Underdrain Pipe Envelope N 9" Min. 9" Min. '.� 3" Sid, Coarse Aggregate 24' Std. t� TYPE IT GENERAL NOTES FOR UNDERDRA/N 1. The underdrain pipe shall be 8" corrugated po/yethelyne pipe. 2. Fine aggregate shall be quartz sand meeting the requirements of Sections 902-4 of the Standard Specifications. 3. Coarse aggregate shalt be gravel or stone meeting She requirements of Sections 901-2 or 901-3 respectively. The gradation shall meet Section 901-6, Grades 4. 467, 5, 56, or 57 stone unless restricted is the plans. 4. Underdroin Type 'I, II ffl and Y shall be in accordance with Section 440, 5. Filter fabric shall be Type D-3 (See Index 199). 6. When corrugated polyethylene tubing with slots or 360` perforations is used in conjunction with fine aggregate, a filter fabric sock meeting Section 948-5 is required. 7. For standard location details, see index 500. Special locations require location details in the plans. 8. All Filter fabric joints shall overlap a minimum of one (i) foot. 9. Underdroin outlet pipes shalt be constructed in accordance with the outlet pipe detoils and general notes for Droincrete Edgedraln, Sheet 2 of 2. nutlet pipes are to be 4' diameter unless larger pipe sizes are specified in the plans. la. Pay Item shall be Dosed on the size of the smooth interior products. The contract unit price for Underdra/n, LF, shall include the following components for each underdrain type as follows Type IL Pipe, aggregate and filter fabric envelope. The contract unit price for Pipe Underdrain Outlet (4`l LF., shall be full compensation for removal of existing shoulder pavement, trench excavation, pipe and fittings. hardware cloth, stubbing into existing inlets and paved ditches, restoration of ditch pavement, backfill in place and disposal of excess moterlais. Concrete apron sholl be paid for under the contract unit price for Class I Concrete (Miscellaneous;. CY. Sodding shall be paid for under the contract unit price for Sodding. SY. Shoulder pavement shall be paid for under the contract unil price for Asph Cooc Type S. TN. Tack coat shall be paid for under the contract unit price for Bit Matt (Tack Coat), GA. U N D E R D R A l N Fo Do Oo Ta INDEX 86 DETAIL iF' SEE ALSO DETAILS PAY ITEM 440-1 FIN/SHED VRADE -T SAFE TRENCH ANGLE PER OSHA REOUIREMENTS F�-- --� - GENERAL NOTES FOR DRA/NCRETE EDGEDRAiN Q� Sad J/ c�, o, 1. The contractor shall confine the construction of draincrete edgedmin to an area in which as the entire operation can be carried out in five (5) work days, unless another construction c „ period is called for in the plans, with sufficient time allowed for the draincrete to set `ti a = before placement of the Type S asphaltic concrete pavement. 49 Slope o �' No trench greater than 2" In depth will be allowed overnight. Trenches shall be barricaded Varies (To Exist, Shidr. Povt.) 2' -6.1 Slope q_ at all times. a ;? 2. Droincrefe eotgedrain stall 6e constructed adjacent to the how edge of the roadway pavement. t Dia. outletI When the low edge shifts between outside and inside edges of Monperfarated) - I v 'Z o pavement 0 the overlap). to `� f 2:1 Pi Bevel For 4! St a eagedraJn shot! extend 50' beyond and begin 5D' before the flat point riIXJ' overlap). Length Varies \ � 2' Single Pipe /" Pipe � °r8 ,,, � N 3' Double Pipe 21 Pipe Bevel For 6J Slope Draincrete edgedroin shall be placed on the low side of rams of crossroad terminals. 3. Draincrete edgedroin shall be construed on a grade parallel with the edge of pavement Trough For 6J Slope ( profile, except on profiles flatter than one -tenth percent (0. 10%) the dralncrete edgedrain shall be constructed on a grade of one -tenth percent (0. IOU. r sad j-� P Trough For 4l Slope 4. Immediately prior to placing the filter fabric the entire vertical face of the concrete pavement shall be cleaned to remove adhering base material and soil. Perimeter Sod �2 5. The Contractor shall devise a procedure for holding the fitter fabric in position on the 4.7 SY For Q Slope 211 vertical face of the french. The procedure must be approved by the Engineer prior 5.5 SY For 6J Slope !!C" FFororr 6.4 Slope' to placement of the draincrete, Cross I Concrete 6" Thick iOJ9 CY- 4-1 Slope) N For 4.4 each 6. The upper end of eh seperate run of droinerete edgedroin pipe shall be capped. 0.25 CY- 6d Slope) 7. Edgedrain outlet pipes shall be construed of a maximum of 500' intervals. Elbows Sod or ibends shot/ be used to connect the outlet pipe to the edgedroin pipe. The elbows or bends stall be of the some material as the cutlet pipe but compatible with the edgedraln pipe. PLAN - OUTLET PIPE APRON When directed by the Engineer, outlet pipes shall be stubbed into existing inlets or into existing ditch pavements at an elevation 0.5' above the inlet flowline or ditch bottom. Concrete opron and bordering sod are not required for stubbed outlets, but replacement Sad sodding will be required at trenches for pipes stubbed into paved ditches. 2 In sag vertical curves separate outlet pipes for edgedrains from opposite directions shot! use a single apron unless otherwise shown in the plans or otherwise directed by the Engineer. Backfill around outlet pipes stall be of cohesive soils, draincrete will not be permitted. 8. Existing paved shoulder that is removed for the construction of outlet pipes sholl v 2.4 Sever 2' Soo be replaced with Type S asphaltic concrete at the rate of 500 lbs, per square yard. (-i'Galvanized Hardware Clotn 9. The contract unit price for Edgedrain (Draixrete) i4"1 LF, shall be a � 5` Min. Coverer Trough Slope Shalt Match Outlet Pipe Slope full compensation for remoral of existing shoulder pavement, trench excavation, disposal of excess materials, filter fabric, drainarete ll a edrain consdg pipe and fittings, draincrete, and barricades necessary for underdrain truction. 4" Dia. Outlet Pipe ay The contract unit price for Underdro,'n Outlet Pipe (4") LF., (Nonperforated) Class I Concrete (8" shell be full compensation for removal of existing shoulder pavement, trench excavation, pipe I and fittings, hardware cloth, stubbing into existing inlets and paved ditches, restoration of ditch pavement. bockfill in place, cad, disposal of excess materials. 4:1 SLOPE Ditch Bottom - Concrete apron shall be paid for under the contract unit price for Class I Concrete (Miscellaneous) C)1. 1.75' std, for grassed ditches r less is .xxepfoble to provide Sodding shall be paid for under the contract unit price for Sodding SY. 0.5'.std. for roved ditches L minimum ().l% outlet pipe slopeI Shwider pavement shall be paid for under the contract unit price for Asph Cara Type S, TN. Tack coat shut// be paid for under the contract unit price for Bit Matt (Tack Coati GA. SECTIONS 88 Shoulder Joint seal shall be paid for under the contract unit price for Shoulder Joint Seal,LF. 6" MAX. LAYERS OR PROVED METHOD TO ACHIE 98Z COMPACTION HAN1CAL COMP T/ON NO T MAINTAIN TRENCH ALLOWED BEL THIS LCVEL WDTH 2' ABOVE TOP OF PIPE 6" MAX. YERS APPROVED -.METHOD 0 ACHIEVE 989 COMPAC7701V 6" MAX. ZAYERS APPROVEP METHOD TO ACHIEVE. 95 COMPACTION 12 " 1P 9 BEDDING -� MATERIAL ND/STURBED SOIL NOTES" i. WHERE SOIL CONDI77 NS CANNOT B MAINTAINED AS SHOWN ABOVE, PROVIDE PROVED MEANS O CONSTRUCTION. 2. UNLESS OTHER SE NOTED, BEDDING MA R/AL SHALL CONSIST OF WASHED AN GRADED ROCK (3/8 "-1%2 ") 3. SHEETING LL BE REOL11RE0 AS DETERMINED I V THE 'D. 4. RE) E TO SPEC/FICA TIONS FOR EXCA VA 7701V IN M OR 077-iER L/N fTABLE MATERIAL. 5CTION PERCENTAGES SHOWN REFER TO AASHTO -180. THE-N D111- TAIL - U�VPA VLET A F A S SCALE Y61VE N.L.C. CRAVEN • THOMPSON & ASSOCIATES, INC. ENGINEERS PLANNERS 0 SURVEYORS 2770 INDIAN RIVER BLVD. 203 VERO BEACH, FL 32960 (561) 778-3002 FAX: (561) 778-3000 FORT LAUDERDALE MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN •THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF CRAVEN •THOMPSON & ASSOCIATES, INC. IN WRITING. TPENCH CONNECTION DETAIL F.D.O. Te INDEX DE TAIL 'D I PA`i' ITEM 430-98 SIDEWALK RESTORATION PAY ITEM 522-- 1 PIPE WOTILt (W) t 5' SAWCUT & MATCH SURFACE RESTORATION EYIS77AIG PAVEMENT t 8" 2,500 PSi CONCRETE FLUSH WITH EX15 T AS HAL.Fl- EXI.S77NC PA 6YVENT. �IF10111 j(/l BASE 670 VIRGIN SOit) SEE NOTE DITCH TRENCH SACKFILLED IN 12 W10TH COMPACTED LAYERS 98X DENSITY PER AASHTO 7-180 2 SEE TYPlCAL TRENCH BACKFILL DETAIL FOR ` BELOW TVIS AREA. 1 t BACKFILL IN ALL OTHER AREAS ACCORDANCE - 95X T-999 WITH PIPE MFG R SPECS NOTES. 1. SASE AND ASPHALT REPLACEMENT WITH B' 2,500 PSI CONCRETE AS SHOWN A80VE 2 BASE MA TER/AL S SHALL BE PLACED IN 6" MAXIMUM LAYERS AND EACH LA YER THOROUGHL Y" ROLLED OR TAMPED TO A DENSITY OF 98X (AASHTO T-180) ONLY THROUGH ROAD SEC770N (ALL OTHER AREAS 95Z T--99) 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. 4. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEA7HERED. 5. SURFACE MATERIAL SHALL BE CONSISTENT WITH EXISTING SURFACE 6. BASE MA 7ER14L SHALL HA VE" A MINIMUM LBR OF 100 AND A MINIMUM CARSONA TE CONTENT OF 70% (60Z FOR LOCAL STREETS - AS APPROVED SY THE ENGINEER.) 7 MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LINE. Thy NC'H DETAIL - PAVED AREAS SCALE NONE 3' - 4„ in z a F- I " 24 2 _ 1 ,r 24 8" �' 8" N b O 2 � PLAN Y-4„ 3„ 11 _T Grote I o- -- 2" Cl. Eye Bolt See Index 201 N Sump *4 Bars a 12" Ctrs. SECTION TYPE C Recommended Maximum Pipe Size: 2'-0" Wall-18" Pipe 3'-1" Wail-24" Pipe 2/-4 NCI- 2' -4' -I `N 12„ I 2„ I 2„ TYPE Approx. We' t 235 Lbs. C,^A T o o ti ' Zn In ds � @ CL ar �c 4 � N 0 z � c Zn 1 (V L_ E l .J r o/o C. a PLAN r Grate cl 2 C/. v N LQ A Type C 3' -l" v Pe 2'-0" 7vypD Type D 4' _ i" v 3' - l" Type E 4'-6" ti Type E 3'-0" 8" 8" 1j" Btu a Co j L 5�n b" U -O, 8r 811 U ss Otherwise m Unless Otherwise hown On Plans ZZ Q Shown On Plans Eye Its =Mp Sump See Inde 1 NOTE. Alt. 8 Structure Bottom Only. See index No. 200 *4 Bars 12 Ctr UCTURE BOTTOM FOR INLETS TYPE C & E SEC TION TYPE E Recommended Maximum Pi - Size: ' 3'-0" Wd11-24' ipe 4'- 6" Wall - Pipe -5'- 4"„ G ( 3'-4" I �C Lit TYPE E Approx. Weight 465 Lbs, GENES WET SEA' TABLE EI. TOP OF BANK SCIENTIFIC NAME COMMON NAME INSTALLATION O SPARTINA BAKERI CORD GRASS 2' ON CENTER, STAGGERED ROWS PONTEDERIA CORDATA PiCKERED WEED 4' ON CENTER, STAGGERED ROWS LITTORAL PLANTING DETAIL DETAL 'B' PLANTING, PAY ITEM 580 Refer to FDOT-kdex 4232 for inlet supplementary details. Of Gra { =l ( { t' �U ` 4 HALF SECTION CAST IRON GRATES 1_ 1 5' _ _ 30' { TOP OF SECTION B - B WET RETENTION BANK DETAIL 'B' EXCAVATION PAY ITEM 120-1 TRENCH DRAIN 5' -I- EXISTING 20' 6.67 BASELINE �t I i I SECTION A - A BASELINE DRPMAGE (TYPICAL} DETAL 'A' EXCAVATION AND EMBANKMENT, PAY ITEM 120-1 'E TO H EXIST. =E DA TE. 5-19-9� SEAL 1 -. �r-?S (-10yWPj�% y PoflTaDES/CNEDBYBARRA-ifl � City of Sebastian F/oric�o JAB N0. 950097. 09 DRAWN 51v CD•c. SCALE:• ___._-_.-________ ��,C? ��11� &rc� Drain age V�' ta �w �,�` CHECKED B Y G. R. D. DE -SCRIP TICN B Y DA TE CK LD SHEE-T.• �I,� � 3- -15 OF JOHN !! H/L L, P. E No >' 7CO2 A PPRO l/ED SY-1 H. GENERAL SPECIFICATIONS I III IV V. VI APPLICABLE CODES A. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF SEBASTIAN, THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRi1'MD), AND ALL OTHER LOCAL, STATE AND NATIONAL CODES WHERE APPLICABLE, B, ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE WITH ALL THE REQUIREMENTS OF FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND ALL STATE AND LOCAL SAFETY AND HEALTH REGULATIONS. C. ALL ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS ARE BASED ON THE NATIONAL GEODETICAL VERTICAL DATUM OF 1929, (N. G. V.D. ), UNLESS OTHERWISE NOTED. D. ALL MATERIALS, INSTALLATION, TESTING AND SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF IRC CURRENT MINIMUM STANDARDS WHERE APPLICABLE, WHERE DISCREPANCIES, OMISSIONS OR MODIFICATIONS EXIST BETWEEN THE PLANS AND THE COUNTY' S MINIMUM CONSTRUCTION SPECIFICATIONS, THE, COUNTY' S SPECIFICATIONS SHALL GOVERN. WHERE CONFLICTS EXIST IN THE REQUIREMENTS OF A REFERENCE MATERIAL OR INSTALLATION STANDARD, THE REQUIREMENTS OF IRC SHALL PREVAIL. WHERE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE STRINGENT, THOSE REQUIREMENTS SHALL PREVAIL. PRECONSTRUCTION RESPONSIBILITIES A. UPON THE RECEIPT OF THE "NOTICE TO PROCEED", THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD AND ARRANGE A PRECONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, UTILITY OWNERS, THE OWNER AND THE ENGINEER OF RECORD. B. THE CONTRACTOR SHALL OBTAIN AN U. N C. L. E. CERTIFICATION NUMBER AT LEAST 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION, CALL 1-800-432-4770. D. LOCATION 01' EXISTING FACILITIES AS SHOWN ON CONSTRUCTION DRAWINGS ARE DRAWN FROM AVAILABLE RECORDS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE FACILITIES SHOWN OR FOR ANY FACILITY NOT SHOWN, THE CONTRACTOR SHALL VERIFY THE ELEVATIONS AND LOCATIONS OF EXISTING FACILITIES PRIOR TO CONSTRUCTION. IF AN EXISTING FACILITY IS FOUND TO CONFLICT WITH THE PROPOSED CONSTRUCTION UPON EXCAVATION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD SO THAT APPROPRIATE MEASURES CAN BE TAKEN TO RESOLVE THE PROBLEM. INSPECTIONS A. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AT LEAST 24 HOURS PRIOR TO BEGINNING, CONSTRUCTION AND PRIOR TO THE INSPECTION OF THE FOLLOWING ITEMS, WHERE APPLICABLE. 1. CLEARING AND FILLING 2. STORM DRAINAGE SYSTEM 3. SUBGRADE 4. SPRIGGING 5. FINAL SHOP DRAWINGS A. PRIOR TO CONSTRUCTION, 7 SETS OF SHOP DRAWINGS .SHALL BE SUBMITTED TO THE ENGINEER OF RECORD THE FOLLOWING ITEMS: DRAINAGE STRUCTURES IN ADDITION, SOME CITIES AND COUNTIES REQUIRE THEIR INDIVIDUAL REVIEW AND APPROVAL. TEMPORARY FACILITIES A. TRAFFIC REGULATION. 1. MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHTS - OF -WAY SHALL BE IN ACCORDANCE WITH M.0 T.C.D., FDOT, AND INDIAN RIVER COUNTY. 2. ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. 3. NO TRENCHES OR HOLES NEAR WALKWAYS, IN ROADWAYS OR THEIR SHOULDERS ARE TO BE LEFT OPEN DURING NIGHTTIME HOURS WITHOUT EXPRESS PERMISSION OF INDIAN RIVER COUNTY. PROJECT CLOSEOUT A. CLEANING UP: 1. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL. CLEAN-UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. 2. THE CONTRACTOR SHALL RESTORE OR REPLACE ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK. RESTORATION OR REPLACEMENT SHALL BE EQUAL TO THE CONDITIONS PRIOR TO PROJECT COMMENCEMENT THE ENGINEER OF RECORD SHALL HAVE FINAL DECISION ON SUITABLE MATERIALS AND METHODS USED FOR SUCH RESTORATION. 3. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR HAS BEEN PLACED IN WATER COURSES, DITCHES, DRAYNS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORD AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION. B. ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES, REMOVED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED BY A STATE OF FLORIDA REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. DATA SHALL BE SUPPLIED BY CONTRACTOR TO ENGINEER OF RECORD VERIFIING RESTORATION WAS ACCOMPLISHED WITHIN THE APPLICABLE STATE OF FLORIDA SURVEY RULES & GUIDELINES. C. ALL UNPAVED SURFACES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED BEFORE THE CONSTRUCTION. D. PROJECT RECORD DOCUMENTS: 1. DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SET OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH AND ELEVATION OF ANY FACILITY NOT BUILT ACCORDING TO PLANS. 2. UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD ONE COMPLETE SET OF ALL "AS -BUILT" CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE MARKED TO SHOW "AS -BUILT" CONSTRUCTION CHANGES AND DIMENSIONS, LOCATIONS, AND ELEVATIONS OF ALL IMPROVEMENTS. 3. ALL "AS -BUILT" INFORMATION ON ELEVATIONS SHALL BE SEALED & CERTIFIED BY A FLORIDA REGISTERED LAND SURVEYOR THAT THE ASBUILTS, AS SUBMITTED, ARE IN ACCORDANCE WITH THE CURRENT APPLICABLE F.A.C. CODE GOVERNING AS -BUILT CERTIFICATION CRITERIA. VII. STORM DRAINAGE. A. GENERAL: 1. CATCH BASIN GRATES AND RIM ELEVATIONS AS SHOWN ON PLANS MAY BE ADJUSTED TO CONFORM TO NEW OR EXISTING GRADES, UPON WRITING APPROVAL FROM ENGINEER OF RECORD. 2, DISTANCES AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES. B. MATERIALS: 1. REINFORCED CONCRETE PIPE (R.C.P.) SHALL MEET THE REQUIREMENTS OF ASTM C-76, LATEST REVISION. RUBBER CASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. 2. CORRUGATED ALUMINUM PIPE (C. A. P.) SHALL BE HELICAL TYPE, CONFORMING TO ASTM B209 AND AASHTO M196, AS MANUFACTURED BY KAISER ALUMINUM, INC., OR APPROVED EQUAL THE CORRUGATION PATTERN AND GAUGE SHALL, BE AS FOLLOWS: DIA. CORRUGATION GA UGE 12" to 21" 2 213" x 112" 16 24" to 27" 2 2/3" x 112" 16 30" 2 213" x 112" 14 36" to 54" 3" x 1" 14 60" to 78" 3" x 1" 12 3. PIPE COUPLINGS FOR C.A.P_ SHALL BE 12" WIDE (MINIMUM) 24" FOR 60" DIAMETER OR LARGER. SPLIT BANDS OF THE SAME ALLOY AS THE PIPE MAY BE ONE GAUGE LIGHTER THAN THE PIPE. POLYURETHANE OR OTHER MANUFACTURER SUPPLIED SEALANT SHALL BE USED WITH THE COUPLINGS. 4. ALL DRAINAGE CATCH BASINS AND ' STRUCTURES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY U.S. PRECAST CORPORATION. BLOCK CATCH BASINS WILL BE ALLOWED ONLY WITH APPROVAL OF THE ENGINEER. THE MINIMUM WALL AND SLAB THICKNESS SHALL BE 8 INCHES AND THE MINIMUM REINFORCING SHALL BE N0. 4 BARS AT 12 INCHES EACH WAY UNLESS OTHERWISE INDICATED. CONCRETE SHALL BE MINIMUM OF fc=3750 PSI AT 28 DAYS. C. INSTALLATION 1. PIPE SHALL BE PLACED ON A MINIMUM OF 8" STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. 2. BAChFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6 INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE AS SHOWN ON THE PLANS. 3. PROVIDE A MINIMUM PROTECTIVE COVER OF 18 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE START OF THE CONSTRUCTION AND INSPECTION. 5. SEALED & CERTIFIED AS -BUILT ,DRAWINGS SHALL BE FURNISHED TO THE ENGINEER OF RECORD. 6. ALL "AS -BUILT" INFORMATION ON ELEVATIONS SHALL BE SEALED & CERTIFIED BY A FLORIDA REGISTERED LAND SURVEYOR THAT THE ASBUILTS, AS SUBMITTED, ARE IN ACCORDANCE WITH THE CURRENT APPLICABLE F.A.C. CODE GOVERNING AS -BUILT CERTIFICATION CRITERIA. CRAVEN • THOMPSON & ASSOCIATES, INC. (6:67 ENGINEERS PLANNERS 0 SURVEYORS 2770 INDIAN RIVER BLVD. 203 VERO BEACH, FL 32960 (561) 778-3002 FAX: (561) 778-3000 FORT LAUDERDALE MATERIAL SHOWN HEREON IS THE PROPERTY OF GRAVEN •THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF CRAVEN •THOMPSON & ASSOCIATES, INC. IN WRITING, VIII. PAVING A. GENERAL: 1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF PAVEMENTS 2. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY" RESTORED AT THE CONTRACTOR'S EXPENSE UNLESS SPECIFICALLY CUT PER THESE PLANS 3. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT, H MATERIALS.- 1, REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. C. INSTALLATION: 1. SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-180), AND SHALL HAVE A MINIMUM LBR 40. 2, BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 8-INCHES, PLACED IN A SINGLE LIFT. BASE COURSE MATERIAL SHALL HAVE A MINIMUM LBR 100, UNLESS OTHERWISE INDICATED. ALL BASE SHALL BE PRIMED PER F. D. 0. T. STANDARDS. BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE D.O. T. STANDARD .SPECIFICATIONS FOR TYPE S-III ASPHALTIC CONCRETE, D. TESTING 1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 114" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER 3. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY' THE OWNER EXCEPT THOSE TESTS FAILING TO MEET THE SPECIFIED REQUIREMENTS WHICH ARE TO BE PAID BY THE CONTRACTOR. 4. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE INDIAN RIVER COUNTY ENGINEERING DEPARTMENT AND THE ENGINEER OF RECORD, AND APPROVED BEFORE ANY COQUINA BASE IS CONSTRUCTED, 5. DENSITY TESTS AND AS-BUILT-3 ON THE FINISHED COQUINA BASE SHALL, BE SUPPLIED TO THE INDIAN RIVER COUNTY" ENGINEERING DEPARTMENT AND THE ENGINEER OF RECORD, AND APPROVED BEFORE ANY ASPHALT PAVEMENT IF CONSTRUCTED, DESCRIP TION 1 B Y L 10HN V HlL L, PE No. 17002 EXISTING FENCE FENCE F2' (TYPICAL) - TRENCH DRAIN W/ OUT PIPE -s� TRENCH DRAIN N9TH S" CORR. POLY EXISTING CONCRETE SIDEWALK BACK STOP z WU�WU}5 _.. 1 2 t.5t w z m - ��''' TRENCH DRAIN "� � WITH 8" CORR. POLY TRENCH DRAM W/ OUT PPE ( TYPICAL) ALL FOUR FIELDS DA TE.- 5-19-97 DESIGNED B Y.- G. R. D. DRAWN B Y G. R. D. DA TE CK D CHECKED B Y. G. R. D. APPRO VED B Y G.R. D. SEAL DETAE. "C" PAY ITEM 440-1 S RUBBER IS 6" NE PLATE BACKSTOP SOFTBALL FE"LD DETAL FIELD #3 EXISTING CHAIN LINK FENCE EDGE OF SKINNED AREA --^_ 251 4' 2' t 9 t MATCH EXISTING GRADE TRENCH YATVI AREA TO BE GRADED AND PIKE RESODDED IF NECESSARYMATCH EXISTING GRADE ELEV. = 20.5' MAX. 20' MIN. -I = 18. %'�%j SEE TRENCH DETAIL MIRAfl FILTER FABRIC t, SOD TO BE ST. AUGUSTENE SECTION A'- A' TRENCH _CONNECTION TO DITCH DETAL DETAIL. 'F" PAY ITEM 440-1 RIINnFF a" c MIRAFI FILTER FABRIC TRENCH DRAIN W/O PFE ( TYPIC&L) DETAL 'C' PAY ITEM 440-1 BACKSTOP BASEBALL FE:LD DETAL FIELD #4 -BARBER _-)D?ETT k'SPORT45) COM, INDIAN RIVER COUNTY SPRIG THIS AREA WASH ROCK ASH ROCK JOB NO: .EA 950091. 09 FL ORIDA SCA/ E: N. T.S. 6ENERA L NOTES AND SPECIFICA TIONS SHEET.- P - 6 OF 7 i i \ FVlnyi Sheathed EAW Steel Cable (9800 Lbs- Breaking Strength) With Galvanized Connectors (Tool Free Disconnect) Closed Cell lid Plastic Foam Slotted PVC Conn or Pipe Flototl 6" Dia. E(?uly.) (12 Lbs. (Metal Collor Reinforc ` Closed Cell Solid Plastic Foam P t Buo anc ) Flotation (8" Dia. Equlv.) (17 lbs. o Y Y -� Per Ft. Buoyancy) Polypro Rope 18 Oz. Nylon Reinforced Q 8 Oz. N Reinforced (600 fb. Breaking PVC Fabric (300 %Test) Strength) ps I PVC atomic (300 Psi i Stress Plate j°Golvanized Cowin st) Wtih L ing Grommets 4" alvanized Capin TYPE j7_ TYPE I ca D, =5' Std. (Single Panel Depths Less). o" Ot-5' Std. iAdditivn anal For Deptfis> ----- - -- - --- Curtain To Re Bottom Up To Depths (lf !0 Fee . -- ----- Two(2) Pa s To Be Used For Depths Greater Than - ` -- /0 Fep4,VnIess Special Depth Curtains Specifically Called F n The Plans Or As Determined By The Engineer. NO COMPONENTS OF TYPES I AND 1I MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER, SHALL BE THE SOLE RESPONS18111TY OF THE USER. SUBSTITUTIONS FOR TYPES I AND Ii SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS N,I"C, � LEGEND Proposed Toe Of Slope ° Pile Locations Dredge Or F111 Area I 1t =1 a Mooring Buoy wfAnctor T� �Existing� /ram Causeway \\ -d ' —s, —i Anchor Barrier Movement Due To Current Action Stare Line Post (Options: e x 4' Or 2j' Min, Dia. Wood* Steel '.33 Lbas/Ft. Min.) — 18 Oz. Nylon Reinforced PVC Fabric (300 psi Test) „ u, L, LJ STAKED TUR8101 TY BARRIER GENERAL NOTES 1. Floating turbidity barriers are to be paid for under the contract unit price for Floating Turbidity Barrier, LF. 2. Staked turbidity barriers are to be paid for under the contract unit price for Staked Turbidity Barrier, LF. `�- �TIPtc�fA TyPicol - -- ---- -- °,- - - -- - Shore Line Of Const. ' Curie lit Limits Of Corsi.--c` -.-- Shore Line ----------------- r — StIxture Alignment Turbidity �-- Barriers - Note* NOTES., Turbidity barriers for flowing streams and tidal I. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth, creeks may be either floating, or staked types or any combinations of types that will suit site 2. Number and spacing of anchors dependent on current velocities. conditions and meet erosion control and water quality requirements. The barrier type(s) wiN 3. Deployment of barrier around pile locations may vary to accommodate construction operations. be of the Contractors option unless otherwise specified in the plans, however payment will 4. Navigation may require segmenting barrier during construction operations. be under the pay items) established in the plans for Floating Turbidity Barrier ondlor 5, For additional information see Section 104 of the Standard Speclflcatlons. Stoked Turbidity Barrier. Posts in staked turbidity barriers to be installed in vertical position unless otherwise directed by the Engineer. TURBIDITY BARRIER APPLICATIONS TURBIDITY BARRIERS Post Options: Wood 2j" Min. 0 I Optional Post Positions ` P,Incr'ple Post Position Oakod / J"x /J" i I (Canted 20° Toward Flow) Steel i.33 LbslFt. Ming i 6' Max. I Filter Fabric (In r Conformance With Sec. 985 FDOT Spec.) h o ---Filter Fabric Silt Flow �i i' ELEVA TION SEC TION Note: Silt Fence to be paid for under the contract unit price for Stoked Silt Fence (LF). TYPE ICI SILT FENCE Type RT Silt Fence _t J k Type ZT Silt Fence Protection Around Ditch Bottom inlets. Do not deploy in a manner that silt fences will act as a dam across permanent f/owiny watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SIL T FENCE APPLICATIONS BALED HAY OR STRAW BARRIERS AND SILT FENCES CRAVEN • THOMPSON & ASSOCIATES, INC. ENGINEERS so PLANNERS 0 SURVEYORS 2770 INDIAN RIVER BLVD. 203 VERO BEACH, FL 32960 (561) 778-3002 FAX: (561) 778-3000 FORT LAUDERDALE MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN •THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF CRAVEN •THOMPSON & ASSOCIATES, INC. IN WRITING. _-.�.-. Silt FLOW Note: Spacing for Type .III Fence to be in accordance with Chart I, Sheet is of 3 and ditch installations at drainage structures Sheet 2 of 3. Type ITI Silt Fence � Roadway & Shoulder Area Sand Bag B emporory Earth Berm K' Shoulder Line Front Slope Or ton Slope A A On Superelevotion Non Toe Of Slope Sod ( Overlapped 1 10' / 25% y„► e® SET iON AA SECTION Z SOD FLUME l SODDING OVERLAPPED N,T,C, Curb & Gutter Temporary Berm i Roadbed Under Construction �A Sump m � to S/o CUt Flow a Sand Bags �t J O � Q Sand Bogs Bogs >--� Downstream �-- A Shoulder Line - Earth Berm Note: Slope oln pipe to be paid for as SJo Drains ( Temporary ) LF, based 15' Metal Or Plastic Corrugated Pipe: Or, Plastic Fabric Co linear feet of pipe or conduit Installed. With Adaptors For Staking 6' Centers ( Max. 1 On Drain SlopeTo Poyment to be mode for one installation And With Flume Or Flashing For Searring Intake At Sump Wa per site. Including one stub and elbow Sand or one Intake flume or flashing. Sum construction and maintenance and curtains to be Included In cost for Slope Drains ( Temporary ). Sand bogs to be paid for Shoulder Line as Sandbagging CY. ( Final Grade ) Stub Pipe And Elbow t Or Conctult To Be �--- � Relocated As FIJt Progresses y-----1/: intermediate Sump And Drain To Be Constructed As Fit/ Progresses As Directed By The Engineer. Earth Berm,` May Be Used /n Lieu Of Sandbagging Sand Bog Cut Off w Or lmpervlous Cur /n ( To Be Remw With Stub And El Or Condult ocation ) 2W" sad. 200' Std. vim" r Grater Less Than l/, Roadway Temorary Slope Drains G round ne ( Estimate At 400' Spocing On Grades 17 Or Greater, Fin al Spacing To Be As 750d Fiume ( Sodding Ova apped) ( To Be Directed By The Engineer. ) alled As Fill Const ctlon Progress Slope Drains To Be Replaced Directed By Th Engineer. J By Permanent Overlapped Sod Flume After Final Shoulder Grade Established. ELEVATION ZZ SLOPE DRAIN APPLICA TiON Curb &Gutter Ditch FV Ditch — — jZx— — PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Anchor Bolas With 2 - 2' x 2" x 4' Stokes Per Bale. PROTECTiON AROUND INLETS OR SIMILAR STRUCTURES Limits Of Construction (j IL Note! States to be staked at the •, •�;d1recli'on of the Engineer. LoosePlaced By Shovel Lightly Comoacted Along Fare Of Bales. u7p�st �In BASES BACKED BY FENCE, Sod It Barr! I� 50' Max. L� FA 50' Mox. u i j; Ditch tom )Met y Sad - — - 10' (Typ. J -- - -fit Max. T� 50' Mox. Di; Cross Drain -► i, +► 50' Max- 1{ 50' Max. f I = L;W� F nA Sod — i Medlon Ditch —Silt Barrier ch ait - Slit Barrier Limits Of Construction DITCH IN5,rALLATIONS AT DRAINAGE STRUCTURES N.1,C, LA� I> I 3 50' On Centers ( Typ. 1 As Required - Anchor Bales With 2 - 2' x 2' x 4' PLAN Stakes Per Bale. — Overlap Ends 7 Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE Flow Boles To Butt a } PL Loose Sol/ Placed By Shove/ Anchor Bales With And Lightly Compacted Along 2-2' x 2' x 4' Stakes 6 Min• The Upstream Edge Of Sales. Per Sale. {( Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE E NATURAL GROUND SLOPES TOWARD THE TOE OF SLOP BARRIERS FOR FILL SLO S DA TE- 5-19-97 SEAL DESIGNED B Y.- G. R. M. DRA i7/N B Y- C. D. C. DESCRIP TION 5 Y DA TE CK D CHECKED B Y- J V H JOHN V. HILL, P. E No. 17002 APPROVED S Y- VH. PLAN Slope Varl Anchor For Corrugated Pipe As Directed By The Engineer Bog Height Sufficient To Contain Pipe Discharge At Ditch Locations Apron Contoured To Natural Ground In Absence Of Ditch SECTION AA SECTION BB TEMPORARY SLOPED IN N.I.0 ITEM BOND �OD FLUME Y SLOPE I N „-r-- sod Sod; Loose Sall Placed a, Shovel And Lightly PLAN Compacted Along Upstream Edge Of Bales. Anchor Boles With 2 2° x 2" x 4' - Stakes Per Bale. Roll Post /' Min. Recommended ELEVATION Spacing* Bale barriers for paved ditches should be spaced in accordance with Chart I, Sheet I of J. Index No. 102 BARRIER FOR PAVED DITCH Woven Filter Fabric In Absence Of Established Gross (Approx. /2' x 129. Secure Edges Sy Entrenching And - 1 - Extend Under Bags and Bales. Fabric Shall Meet The Requirements Of i Sand Bags Section 985 Of The Standard Specifications. Cost Of Fabric To Be I i 5' M)n included In The Contract Unit Price For Baled Hoy Or Straw, TN. Loose Soft Placed By Shovel And Lightly � Loose Soil Placed By Shovel And Lightly Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales. Of Bales. PLAN PLAN Roll Post TY i' Mtn. Recommended 5' Typ " I' Mtn. Recommend Anchor Lower Bales With 2 - 2' x 2' x 4' Stakes Per Bale. Anchor Top Bales To Lower Bales With 2 - 2' x e x 4' Stakes Per Bate, Anchor Bales With 2 - 2' x 2' x 4' Stokes Per Bole ELEVATION ELEVATION Application and Spacing: The use of Types I & Zt bale barriers should be limited to the conditions outlined In Chart I. Sheet i of 3. Index No. 102 TYPE 71- TYPE I BARRIER FOR UNPAVED DITCHES BALED HAY OR STRAW BARRIE AND SILT FENCES ANY ITEMS AS MAY BE REQUIRED FOR THIS PROJECT TO BE INCLUDED IN PAY ITEM 104-1 JOB NO: C_'y rp" OR rT7 e­y EWE]? C OYWPL - 950091. 09 INDIAN RIVER COUNTY FL ORIDA SCALES N. T. S.