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HomeMy WebLinkAbout1998 - Baffle Box & Pipe Repair5' SIDEWALK CATCH BASIN RIM 18.85 SE INV 15.85 BOTTOM 15.85 CUT -IN MANHOLE INVERTS AND RIM TO MATCH EXISTING 4® CATCH BASIN RIM 18.53 SW INV 16.03 NE INV 15.23 BOTTOM 15.23 O Cls] H2O METER �i f Q 0 J Q w z� Q 0 Q U 3 � LL_ N o¢ w f'- Q ,r^ Q 0 H a J LL_ w L� 0 Q Q 0 H2O METER w _z Q J � Q W/PP N/LINESI 3 0 ri Ld.. 0� i F - Q = w L7 -0.21 E rOVERHEAD LINES r Q SWITCH BOX of LL w 1_` -CONTROL PANEL 0 CROSSING GATE a� CROSSING SIGNAL SATELITE DISH CURB INLET RIM = 13.78 INVERT =10.46 NOTES: PHASE 1 - PIPELINE INSPECTION, REPAIR AND MANHOLE INSTALLATI❑N. PHASE 2 - BAFFLE BOX, RETENTION AREA, AND OUTFALL PIPE C❑NSTRUCTI❑N, NOTES: 1. CONTRACTOR SHALL CONTACT LOCAL UTILITIY COMPANIES TO VERIFY LOCATIONS: A. FALCON CABLE 561-589-3846 B. SOUTHERN BELL ENGNIEERING DIVISION 561-468-5500 C. 48 HOUR BEFORE DIGGING CALL UNCLE 800-432-4770 D. INDIAN RIVER COUNTY UTILITIES DEPARTMENT 561-567-8000 EXT 308 E. FLORIDA POWER AND LIGHT 561-489-6207 NOTES: EXISTING PHONE LINE LIES ON WEST SIDE OF INDIAN RIVER DR. CRAVEN * THOMPSON & ASSOCIATES, INC. (&:47 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. ACE HARDWARE o —10' 15' 10' EXISTING GRADE MEG ll. EL - 4 MIPf EL 8A0 SECTION A -A SOUTH RETENTION 13' 10, VARIES 1U' � 36' Max .. `' ENG GRADE s EL 8.00 EL 330 l� SECTION B -B NORTH RETENTI❑N F -CURB I'HEADER CUF 7'— 2' VARIES VA ES SIDEWAL- EI, $.20 �-1 1/2' S -t11 E £L '7,121 712' 8' LIMEROCK STABLIZED SUB -GRADE SECTION. C -C ROAD CRSS SECTI❑N R073'#4 REW �- TYP Ia g 7.3' - F -CURB 1' HEADER CURB CURB NOTES: CENTERLINE UNLESS OTHERWISE NOTED ALL CONCRETE USES SHALL HAVE A REQUIRE MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI US HIGHWAY 1 IN 28 DAYS 100' RIGHT ❑ E WAY SAW CUT CONSTRUCTION JOINT THROUGH CURB TO FORM -( INCREMENT NOT TO EXCEED 25 LINEAL FEET, NORTH CENTERLINE AL STREET INDIAN RIVER DRIVE 66' RIGHT ❑F WAY I 5' OAK1 DA TE' 514198 DESIGNED B Y.• G.R. D. 1 REUSED PER CITY (RETENT/ON AND OUTFALL) GRD 3/23/98 JVH ORA WN B Y- G.R.D. DESCR/P TION B Y DA TE CKD_ CHECKED B Y VH. JOHN V. HILL, P. E No. 17002 APPR 0 VED B Y V.H. 0 'x' �o REw►In ETE WALK TYPE A' TYP£ B' TYPE A' ,aNT °71NT ✓c?1fitT lei I: .�u I FLAN 1 ' . r l Erb $ v7' ELf_VA T/O/V 1. 57l1 WK -WALL BE 4' rHoo( ExrEPr av DoWwArs wry. ve � 17"A¢Z 5HA1L Be ea'. ?. SU9WAAE SnOw WEWALK -WALL BE A MIN.. LAR 40 COWACW) 7V On OF' MAX ADV_ 7Y PER A.A. S H. T.O. r-180. J CaVOW7T S7REW7H SHALL BE MhV. JWO PSr V ?S DAYS GUY ANC araeWALA *>W/PP SERV W/S/E MATCH EX1S17NG 15-21 1111 --4° 5.50 RIM 2.72 SE 30 15 ?CP EXIST 24' PIPE TO BE REMOVED S-3 C* AND DISPOSED OF 6,81 /NEREMOVED 'fi BY CONTRACTOR POSED I 2.72IEADER rB f �72EXIST 24' PIPE TO BE ■ PLAND REPLACED :XISTWITH 95'-24' RCP a 0.00% ��;TRUy 04 REMOVE PLAQUE PHASE 1 35' 15' RCP - ,? R P 8.00 HASE 2 0 1' 15' ,Jy15' 4' SAvcUT ado ftm 261E OF SIDffVM 20 12' AND coraO 2 A 12' A �(1�12' �` EXIST 4 - 7.19 0' 48, q 2.4 SEBASTIAN CITY PARK 7 2.4: N A 3 CORE �2 S -i I C ao• 5.50 �iIM r 12' +*�2' 2.4 3 N SEC 7701V SIDEWALK DETAk l I S-4 IC i 3'WK 0 'x' �o REw►In ETE WALK TYPE A' TYP£ B' TYPE A' ,aNT °71NT ✓c?1fitT lei I: .�u I FLAN 1 ' . r l Erb $ v7' ELf_VA T/O/V 1. 57l1 WK -WALL BE 4' rHoo( ExrEPr av DoWwArs wry. ve � 17"A¢Z 5HA1L Be ea'. ?. SU9WAAE SnOw WEWALK -WALL BE A MIN.. LAR 40 COWACW) 7V On OF' MAX ADV_ 7Y PER A.A. S H. T.O. r-180. J CaVOW7T S7REW7H SHALL BE MhV. JWO PSr V ?S DAYS GUY ANC araeWALA *>W/PP SERV W/S/E MATCH EX1S17NG 15-21 1111 --4° 5.50 RIM 2.72 SE 30 15 ?CP EXIST 24' PIPE TO BE REMOVED S-3 C* AND DISPOSED OF 6,81 /NEREMOVED 'fi BY CONTRACTOR POSED I 2.72IEADER rB f �72EXIST 24' PIPE TO BE ■ PLAND REPLACED :XISTWITH 95'-24' RCP a 0.00% ��;TRUy 04 REMOVE PLAQUE PHASE 1 35' 15' RCP - ,? R P 8.00 HASE 2 0 1' 15' ,Jy15' 4' SAvcUT ado ftm 261E OF SIDffVM 20 12' AND coraO 2 A 12' A �(1�12' �` EXIST 4 - 7.19 0' 48, q 2.4 SEBASTIAN CITY PARK 7 2.4: N A 3 CORE �2 S -i I C ao• 5.50 �iIM r 12' +*�2' 2.4 3 N SEC 7701V SIDEWALK DETAk l I S-4 IC 6.50 RIM -0.21 W �ti OHO -0.21 E p, TOP OF BANK 12, SAND CEMENT ENDVALL S-5 (SEE DOT INKY$? h ti INV. -0.2 q♦ V ' C`(IST 24' PIPE (INV -0.21) ANpD REPLACED �40 TBE4REMOVEDD WITH9 ' RCPti� 1 4E EXISTING MANHOLE TO BE REMOVED REPLACED V/ A C-STRIVT_ Rf M t1VE,R SIDEWALK TO BE (SEE NOTE) TREE TO BE REMOVED AND REPLANTED AT '3> �I W36' 36� 15' Xj�T l_j y� WATER MAIN 4i►�6. ;36 15' 2' 12' 0' SEAL Alain Street Baffle Box INDIAN RIVER COUNTY and Pipe 1 L ep air FL OR/DA 1 I ,. o VERA LL ,SITE PLAN INDIAN RIVER JOB A/0- ,950091.12 /0 -950091.r, .`'CAL E .� .� 7 " -= 30 SHEET.- Sp .I 1 of- NATES: WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT, THE CONTRACTOR SHALL NOTES; 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL 1. THE EXISTING PIPE SHOWN TO BE REMOVED IS THOUGHT TO BE LEGEND BE IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS AND STANDARDS STEEL LINED CONCRETE PIPE. CONTRACTOR TO INCLUDE THE COST I S-2 IC Ij 6.50 RIM AND SHALL COMPLY WITH CITY OF SEBASTIAN STANDARDS. OF REMOVAL AND DISPOSAL IN THE UNIT COST OF INSTALLATION OF 11. THE PERMITTEE SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, PIPE. 2. AEI= , U.,PAYEB ARE -A3 DI^TU e��1 =009D GR 2. ALL DISPOSAL MATERIAL TO BE DISPOSED IN A LICENSED, CERTIFIED L) rn SOLIDS INTO THE RECEIVING WATERBODY EXISTS DUE TO THE PROPOSED WORK. LANDFILL. 3. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED E ` C 0,00 W 0.00 E AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL 3. DEWATERING AND BACKFILL MATERIAL IS INCLUDED IN THE COST OF � UNTIL A GRASS STAND IS WELL ESTABLISHED. PIPE. ROCK BEDDING IS ALSO INCLUDED IN COST OF PIPE. 4. TRAFFIC CONTROL AND MAINTENANCE ON ALL RIGHTS-OF-WAY SHALL MEET 4. WATER TABLE IS AT ELEVATION 4.70 AS DETERMINED IN TEST PERFORMED m THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES BY KSM ENGINEERING AND TESTING, PERFORMED ON JANUARY 8, 1998. UD (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL 12. AGENCY HAVING JURISDICTION. 5, THE EXACT LOCATION OF THE EXISTING PIPE IS UNKNOWN, CONTRACTOR 48 HOURS OF COMPLETING FINAL GRADE, AND AT ANY OTHER TIME AS TO DETERMINE THE EXACT LOCATION IN FIELD, 5. THE RIGHTS-OF-WAY SHALL BE CLEARED AND GRUBBED BY REMOVING ALL 6. GRASS AREAS TO BE RETURNED TO LIKE CONDITION OR BETTER AT END OF TREES, SHRUBS, STUMPS, ROOTS, MUCK, AND OTHER DELETERIOUS CONSTRUCTION. THE TREE TO BE REPLANTED41) END OF CONSTRUCTION TO BE 13. MATERIALS PRIOR TO FILLING. ALL FILL MATERIAL USED ON SITE SHALL REMOVED AND PROTECTED DURING CONSTRUCT�IJN AND REPLANTED IN A LOCATION BE VOID OF STUMPS, ROOTS, MUCK AND ALL OTHER DELETERIOUS LO 2770 INDIAN RIVER BLVD. 203 VERO BEACH, FL 32960 (561) 778-3002 EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE SPECIFIED BY THE CITY, MATERIALS. 6. ALL CONCRETE USED ON SITE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. ALL CONCRETE SIDEWALKS SHALL HAVE CONTROL JOINTS CUT ON 5' CENTERS AND EXPANSION JOINTS PLACED ON 25' CENTERS. 7. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 111; AND INSTALLED CONFLICT NOTE: --- IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES LATEST WATER MAIN TO BES GRADELED 24' RCP IS INSTALLED. REQUIREMENTS AND SPECIFICATIONS. ASSUMERMINED FROM DRAWING # 9459AB05 FROM:.,,MAST LLER, MOLER SHALL BE CONSTRUCTED IN CDNTRACTDRPTDLFO LD V R FROM CONTRAC;S%.82'AS TOR AND REED:` 8. ALL AREAS INDICATED AS PAVEMENTTO DETERMINE ACCORDANCE WITH THE TYPICAL PAVEMENT SECTION AS INDICATED EXISTING SEPARATION BETWEEN WATERMAIN AND RCP AND ON THE DRAWINGS. SHALL MAINTAIN THAT SEPARATION BETWEEN WATERMAIN AND NEW INSTALLATION. 9. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND/OR REPLACED, THE CONTRACTOR SHALL SAW CUT TO A NECESSARY DEPTH ADEQUATE TO BELL SOUTH LINE LIES ON WEST SIDE OF INDIAN RIVER DRIVE. CONSTRUCT A STRAIGHT JOINT (MIN 2") AND REPLACE THE PAVEMENT WITH LINE HAS APPROX 30' COVER AND RUNS UNDER MAIN STREET THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. CONTRACTOR TO FIELD VERIFY. 10. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT, THE CONTRACTOR SHALL DK' BARRIERS PER SJRWMD STNDS, SAW CUT THE EXISTING PAVEMENT FOR A SMOOTH AND STRAIGHT JOINT AND EXISTINGMANHOLEVED WE AOC-STRUCO AND TURE LEGEND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT SIDEWALK TO BE REMOVED AND REPLACED I S-2 IC Ij 6.50 RIM UNLESS OTHERWISE NOTED. 11. THE PERMITTEE SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, 0.00 E INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS e��1 AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED j L) rn SOLIDS INTO THE RECEIVING WATERBODY EXISTS DUE TO THE PROPOSED WORK. e(, 07 TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL E ` C 0,00 W 0.00 E LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIC AREAS \-- , � ARE STABILIZED. THEREAFTER, THE PERMITEE MUST REMOVE THE EL 7.10± L BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH 16" W m VIOLATES THE WATER QUALITY STANDARDS IN CHAPTER 17-302 FLORIDA UD ADMINISTRATIVE CODE. 12. BAHIA SOD MUST BE INSTALLED AND MAINTAINED ON EXPOSED SURFACES WITHIN 48 HOURS OF COMPLETING FINAL GRADE, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES INC. INTO THE WATERS OF THE STATE. 13. THE PERMITTEE MUST REQUIRE THE CONTRACTOR TO REVIEW AND TO MAINTAIN A COPY OF THE PERMITS, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, LO 2770 INDIAN RIVER BLVD. 203 VERO BEACH, FL 32960 (561) 778-3002 EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE z Q FAX: (561) 778-3000 CONSTRUCTION SITE. THE COMPLETE PERMITS MUST BE AVAILABLE FOR REVIEW UPON REQUEST. 14. THE CONTRACTOR MUST CONSTRUCT AND MAINTAIN A PERMANENT VEGETATIVE PROTECTIVE COVER FOR EROSION AND SEDIMENT CONTROL ON ALL LAND a MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN •THOMPSON & ASSOCIATES, INC. AND SHALL SURFACES EXPOSED OR DISTURBED BY CONSTRUCTION OF THE PERMITTED REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF CRAVEN •THOMPSON & ASSOCIATES, INC. PROJECT. THE PROTECTIVE COVER MUST BE INSTALLED WITHIN TWO DAYS AFTER THE FINAL GRADING OF THE AFFECTED LAND SURFACE. A PERMANENT VEGETATIVE COVER MUST BE ESTABLISHED WITHIN 60 DAYS OF COMPLETION, 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITIES AS SHOWN AND DESCRIBED AND IN CONFORMANCE WITH THE APPROPRIATE APPROVING AUTHORITIES SPECIFICATIONS AND REQUIREMENTS. HE SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS. HE SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK AND ALL OTHER DELETERIOUS MATERIAL. 2. THE EXACT LOCATIONS OF EXISTING UTILITIES ARE UNKNOWN. BELL SOUTH IS UNDERGROUND WITH 30" COVER ON THE WEST SIDE OF INDIAN RIVER DRIVE. FALCON AND FPL ARE ON AN OVERHEAD LINE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (SHOWN OR NOT) BEFORE- BEGINNING. CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ANY UTILITY DAMAGED, RESULTING FROM HIS CONSTRUCTION AT HIS OWN EXPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS AND BONDS FOR CONSTRUCTION. 4. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, 5. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE WATERLINE IN ACCORDANCE WITH THE LOCAL UTILITY COMPANY HAVING JURISDICTION. 6. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION OPERATIONS. (7 ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SUBMITTED TO THE DESIGN ENGINEER OF RECORD OR HIS REPRESENTATIVE DIRECTLY ' 4FROM THE TESTING AGENCY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED AS -BUILT SURVEY BY A REGISTERED PROFESSIONAL LAND SURVEYOR DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS, 9. ALL EXISTING WATER VALVES, GAS VALVES, SANITARY SEWER MANHOLES, ETC. SHALL BE ADJUSTED TO FINISH GRADE AS REQUIRED. 1" = 20' CONTRACTOR TO CONSULT A TREE SPECALIST TO DETERMINE IF RETENTION EXCAVATION WILL DAMAGE HARDEE OAK, RETENTION AREA MAY nr, n, TCnCI'% TLI CTCI Tl CENTERLINE INDIAN RIVER DRIVE 66' RIGHT CIE WAY 5' OAK REMOVE EXISTING PIPE AND INSTALL 27' OF 12' CAP INV AT CB TO MATCH EXIST EL. AND SLOPE TO MEET INV OF RETENTION AREA INSTALL MES PER FDOT INDEX 272 (MES TO BE 3:1 SLOPE) ♦` SEN-' �p� M,� �► P1 �_ IlV H T w ♦ �, / \ %7r� ~EXIST F -CURB QkjS ZI Rfti % ONCRETE WALK PLAQUE PHASE 1 2, 2 12' SEBASTIAN CITY PARK (7) TREES TO BE REMOVED AND DISPOSED OF BY CONTRACTOR 1 /"r-- CO 4' *36' *36m 36' 2' IO' DA TE: - DE -SIGNED B Y- 2 REVISION PER CITY (RETENTION AND OUTFALL) GRD 5/18/98 5C DRAWN 5 Y N UTFALL 3123198 VH % REVISION PER CITY (RETENTION AND O ) GRDJ DESCRIP TION 5 Y DAT CK 'D CHECKED 5 Y JOHN V. HILL, P. E No. 17002 APPROVED BY - 'A%& Y.• -�l%& TDAK 4/15/98 G. R. D. G. R. D. J. VH. J. V.H. GUY ANC oW/PP SERV W/S/E S-2 (C 5.50 RIM 2.72 SE 30' - 15'RCP @ 0.0 S-3 C)K SEAL MAY 2 T iooq EXIST 24' PIPE TO BE REMOVED AND DISPOSED OF BY CONTRACTOR EXIST 24' PIPE TO BE REMOVED AND REPLACED WITH 95'-24' RCP @ 0.00% o° S-4 IC 6.50 RIM -0.21 W S�-4 6,50 -0.21 -0,21 50' - 6' DOUBLE YELLOW 12" EXIST 24' WHITE CONC STRIPE SLAB V ,EXIST STOP aIGN STRIPING DETAL STRIPING NOTES. ALL PAVEMENT PARKINGS AND SIGNING SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS AND M.U.T.C.D. SPECIFICATIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC, PARKING STRIPES SHALL BE PAINTED i i i I STORAGE ELEVATION 16,5 " f NORTH RETENTION BASIN 1 1421 cf 1 0.39 ac in SOUTH RETENTION BASIN 1302 Cf 0.39 ac -in WATER TABLE ELEVATION 4,50± RETENTION INVERT 5.50 O� TOP OF BANK SAND CEMENT ENDWALL S-5 (SEE DOT INDEX 258) INV. -0.2 O� dol Off' O' O 2' ktx EXIST 24' PIPE (INV -0.21) TO BE REMOVED AND REPLACED WITH 40'-24' RCP @ 0.00% DOUBLE ROW OF TURBIDITY NOTESi DK' BARRIERS PER SJRWMD STNDS, 1. MAINTENANCE OF TRAFFIC TO BE DONE IN ACCORDANCE WITH PART VI STANDARDS AND GUIDELINES EXISTINGMANHOLEVED WE AOC-STRUCO AND TURE LEGEND FOR TRAFFIC CONTROLS FOR STREET AND HIGHWAY CONSTRUCTION, MAINTAINENCE, UTILITY AND INCIDENT SIDEWALK TO BE REMOVED AND REPLACED I S-2 IC Ij 6.50 RIM MANAGEMENT OPERATIONS. CONTRACTOR TO SUBMIT A ROAD CLOSURE PLAN FOR APPROVAL TO CITY 48 10.00 W HOURS PRIOR TO CLOSING THE ROAD, 0.00 E 2. WORK, BIDDING, AND PAYMENT TO BE DONE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF HOVE TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991 OR LATEST AT JCTION L) rn EDITION, 07 RIM ELEVATION I N A N 0,00 W 0.00 E 3. CONTRACTOR TO VERIFY INVERT OF EXIST 24' RCP PRIOR TO FABRICATION OF CONTROL STRUCTURE, RI R � CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD INVERT. EL 7.10± L EXISTING PIPE PROPOSED PIPE 16" W m AREA TO BE SAWCUT, REMOVED, UD AND REPLACED CONCRETE TO BE REMOVED ANI; REPLACED CRAVEN . THOMPSON & ASSOCIATES, INC. (6:7 ENGINEERS PLANNERS SURVEYORS LO 2770 INDIAN RIVER BLVD. 203 VERO BEACH, FL 32960 (561) 778-3002 z Q FAX: (561) 778-3000 FORT LAUDERDALE a 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. 1" = 20' CONTRACTOR TO CONSULT A TREE SPECALIST TO DETERMINE IF RETENTION EXCAVATION WILL DAMAGE HARDEE OAK, RETENTION AREA MAY nr, n, TCnCI'% TLI CTCI Tl CENTERLINE INDIAN RIVER DRIVE 66' RIGHT CIE WAY 5' OAK REMOVE EXISTING PIPE AND INSTALL 27' OF 12' CAP INV AT CB TO MATCH EXIST EL. AND SLOPE TO MEET INV OF RETENTION AREA INSTALL MES PER FDOT INDEX 272 (MES TO BE 3:1 SLOPE) ♦` SEN-' �p� M,� �► P1 �_ IlV H T w ♦ �, / \ %7r� ~EXIST F -CURB QkjS ZI Rfti % ONCRETE WALK PLAQUE PHASE 1 2, 2 12' SEBASTIAN CITY PARK (7) TREES TO BE REMOVED AND DISPOSED OF BY CONTRACTOR 1 /"r-- CO 4' *36' *36m 36' 2' IO' DA TE: - DE -SIGNED B Y- 2 REVISION PER CITY (RETENTION AND OUTFALL) GRD 5/18/98 5C DRAWN 5 Y N UTFALL 3123198 VH % REVISION PER CITY (RETENTION AND O ) GRDJ DESCRIP TION 5 Y DAT CK 'D CHECKED 5 Y JOHN V. HILL, P. E No. 17002 APPROVED BY - 'A%& Y.• -�l%& TDAK 4/15/98 G. R. D. G. R. D. J. VH. J. V.H. GUY ANC oW/PP SERV W/S/E S-2 (C 5.50 RIM 2.72 SE 30' - 15'RCP @ 0.0 S-3 C)K SEAL MAY 2 T iooq EXIST 24' PIPE TO BE REMOVED AND DISPOSED OF BY CONTRACTOR EXIST 24' PIPE TO BE REMOVED AND REPLACED WITH 95'-24' RCP @ 0.00% o° S-4 IC 6.50 RIM -0.21 W S�-4 6,50 -0.21 -0,21 50' - 6' DOUBLE YELLOW 12" EXIST 24' WHITE CONC STRIPE SLAB V ,EXIST STOP aIGN STRIPING DETAL STRIPING NOTES. ALL PAVEMENT PARKINGS AND SIGNING SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS AND M.U.T.C.D. SPECIFICATIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC, PARKING STRIPES SHALL BE PAINTED i i i I STORAGE ELEVATION 16,5 " f NORTH RETENTION BASIN 1 1421 cf 1 0.39 ac in SOUTH RETENTION BASIN 1302 Cf 0.39 ac -in WATER TABLE ELEVATION 4,50± RETENTION INVERT 5.50 O� TOP OF BANK SAND CEMENT ENDWALL S-5 (SEE DOT INDEX 258) INV. -0.2 O� dol Off' O' O 2' ktx EXIST 24' PIPE (INV -0.21) TO BE REMOVED AND REPLACED WITH 40'-24' RCP @ 0.00% DOUBLE ROW OF TURBIDITY DK' BARRIERS PER SJRWMD STNDS, EXISTINGMANHOLEVED WE AOC-STRUCO AND TURE LEGEND SIDEWALK TO BE REMOVED AND REPLACED I S-2 IC Ij 6.50 RIM PROPOSED STRUCTURE NCI./TYRE RIM ELEVATION 10.00 W INVERT ELEVATION 0.00 E INVERT ELEVATION HOVE AT JCTION S-2 IC EXIST STRUCTURE ND./TYPE 6.50 RIM RIM ELEVATION I N A N 0,00 W 0.00 E INVERT ELEVATION INVERT ELEVATION RI R PROPOSED STRUCTURE EL 7.10± EXISTING PIPE PROPOSED PIPE 16" W AREA TO BE SAWCUT, REMOVED, AND REPLACED CONCRETE TO BE REMOVED ANI; REPLACED EXISTING ELEVATION 24" RCP5.50 PROPOSED ELEVATION. INV -0,21 MAINTAIN' MAXIMUM CLEARANCE Alain Street Baffle B©x INDIAN RIVER COUNTY and' e Re � C I FL ORIDA DRA INA ' PLAN, PHASE G'�2 JOB NO: 950091. 12 SCA4E• 7 „ 120' SHEET. PD -- I 2 OF 4 ---1.001-- ASPHALTIC SURFACE COURSE ASPHALT JOINT DETAIL PA VING SPECIE/CSI TIONS L OCA TION SU/?FA CE COURSE BASE SUBGRADE MAIN STREET AND 1 1/2" TYPE S-/// ASPHAL TIC CONCRETE 8" L/MEROCK BASE 12" STABL/ZED SUBGRADE COMPACTED TO INDIAN RIVER DR. (2 - 3/4" L/FTS) COMPACTED TO 98% OF MAX. DENS/TY 98Z OF MAX. DENS/TY PER AASHTO T-180. PER AASHTO T-180, LBR-100 MIN/MUM LER 40. 6" STABL/ZED SUBGRADE COMPACTED TO SIDEWALKS 4 " .3, 000 P. S. 1. ® 28 DA Y CONCRETE /NONE 989 OF MAX. DENS/TY PER AASHTO T-180. MIN/MUM LBR 40. SAND CEMENT ENDWALL i (PER FDOT INDEX 258) 18' RCP TO RETENTION AREA 112 30' CAP TRASH SHIELD �,_ EXIST 24' 0 II PIPE j I 24' RCP �TO OUTFALL CONTRACTOR A - _ I I VERIFY ELEVATION -• ! 121 �- 18' RCP TO EXISTING BOX BAFFLE (2) -USF 580 RING AND COVER ELEV 8.10 l I I EXIST 241 ELEV, UNKNOWN PIPE I CONTRACTOR TO VERIFY ELEVATION EL. -1.20 i NOTES, 1, STRUCTURE TO BE A G -STRUCTURE IN ACCORDANCE WITH FOOT INDEX 233. 2. TRASH SHEILD TO BE BOLTED TO WALL WITH STAINLESS STEEL BOLTS \\\' j 24' RCP �' /{ ° . �) 2' EXISTING 24' RCP TO BE REMOVED\ � 4O EL -0.21 � e` e Q ° e e n ° e 4 I °Id ° e e e d°3 VE -0,21 WATER TABLE EL. 0.00 INV -12 EL. 6.9 112 30' CAP TDP OF BAFFLE TRASH SHIELD EL 6.50 / SAND CEMENT ENDWALL PER FDOT INDEX 258 % / �e / a �.•.- 24 RCP TO OUTFALL Q. EL -0.21 12' BAFFLE TO Dr- PRE-CAST EPRE-CAST PROPOSED 24'RCP - INV. -0.21 PR❑F-ILE VIEW �/- - - - - - 1 \TYP. MODIFIED G -STRUCTURE (SEE FDOT INDEX 233) BAFFLE BOX DETAIL FIN/SHED GRADE 1 7/2' S -IM AS-HA4 TI'C a e e e v a A c .I COIVGP£lE PAP£ Nl077A (w) + 5' sAisair & MATCH N SURFACE RES 70RA774N EXISTING PAVEMENT. - - - - - - 8" UAIfEROCYC, C0A0PAC7ED £.175771VG PAVEMENT. 797 98S OF AASH 10 T-180 - - EXIS77MG BASE 12" _T 12' (14P WON SOIL) -- - -- - ---------- 6' .SEE NO 7£ 7 7RENCW BACKFKL£D hV 11' / EN9rY7PE LAYERS r- I DENSITY PER AASWTO T-180 SEE rnWAL-rRVva� " o LAN VIEW. BACKfXL LIEU& FOR 1v 1 aaOW 7HIS AREA. 8AiXF1L �ALL 9XT799 SI OUTFALL DETAIL ACCORDANCE- " Nf7H PAPE MFG9P SPECS NOTES 1, BASE AND ASP'HAL r REPLAlE-Ad£Nr WTH 8' LAIIEROCY! AND 1 1/2" OF S -AV ASPHAL 77C CAvVCR£7E AS SHOMN ABOVE 2. 8A Sr MA7FR/AL5 SHALL &r PLACED AV 6' MAXAKUM LAYERS AND EACH LA )£R 7HQROU04L Y ROLLED 09 TAMPED rO A DENSITY OF 98X (AASHTO T-160) ONLY 7HROUGH ROAD SEC77CW (ALL 0rlffR AREAS 95X T-99) J. ASPHALT CANCRETE PAV£M£NT vmIS SHALL Be M£CWANACALLY SANED. 4 siwAcr 1REA7ED PAVEMENT .gW75 SHALL BE LAPPED AAV ICA09PED. 5, SXWAC£ MAIM* &VALL B£ CAVSIS7ENT WN EX1S77NG SURFACE: 6. BASE MA7ER/AL StIALL HAVE A ANAWUM LBR OF 100 AND A AANIMUM cmmwA Ir COIVTE)VT OF 7OX (6OX FIR LOCAL SnMT S - AS APPROVED 8Y 7NE ENGINEER) 7. MECNA/VACAL wmpACACW NOr ALLON¢D BELOW THIS LANE: B. SMONG MATE? & SHALL CON57Sr OF 1/2' - 3/4' WA-WROCX TRENCH DETAIL - PA VED AREA S SCALE.' NONE 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 & ASSOC'ATES, INC. IN WRITING. IF A A L o. reit J 9» Mex 6e PUN n �--�-. t-, N I sf' mew To rRoma• fi y �� �► f1 tr fJ l► �� �i �� A carr►lrrrvnrrlrr► f►frrefrfrrrfrur►f ► fr !r !► n fr fr rr !r r► r►rrrrfrnfrlrfer.r ► errr !► !► !► !r rr !► r► u frf►fr f►lrf►frlrf ► fr fr !r o rr !e re rr fr re !r er !r f► !r f► o fr • ► rr rr l►i► fr !r fr f► f► frf►r►lrf►frfrr►frf A 7 A rr►f►r►rrr►frf►rrfr f►rrfrvfrr reufrr ►�rfrr►��Rtar�►f��r SECTJON as Lo" LOP StVl) r SECTION J 13 m3.f- low rbo QWM OF Tho SAFE TRENCH ANGLE PER OSHA REQUIREMENTS' ACKFILL PLACED AND PACMD TO 100% MA CDOM`X. DESIGNED B Y' _ 12' MAX. LA YERS OR APPROVED \METHOD TO ACHIEVE 98% COMPAC770N 4/27/98 MECHANICAL COMPACA(J/V NOT -ALLOWED TRENCH 8£LOW 7HIS ImolNT AMNfTA/N ATOM 2' DE ABO _ � . TOP OF PIPE DESCRIPTION BY MAX. LAYERS APPROVED CKD IJ�J(JU UUC xJUc� _ 77002 ME7HO0 TO ACHIEVE 98% COMPAC77ON 1APPROVED BY 4" MAX. LAYERS AT 95% 12 `PIPE . 12" BEDDING OD Aft NOISR/RBEO SCV1 TRENCr7 DE TA /L N. TS. No7ES, 1. WN£RE SOIL CGYdDITTOAVS CAN NOT BE MAINTAINED AS SHOW ABOVE, PRONTO£ APPROVED MEANS OF CONSTRUCTION. 2. UNLESS OTHERWSE NOTED, BEDDING MATERIAL SHALL CONSIST OF WASHED AND GRADED ROCK (J18"- 112 ). BEDDING MA TER/AL TO BE INSTALLED UP TO SPRING LINE OF PIPE. J. SHEE771VG WILL B£ RE(NIIR£D AS DETERMINED IN THE RELD. 4. REFER TO SP£CIFICA 77ONS FOR EXCA VA TION /N MUCK OR OTHER UNSUITABLE MATERIAL. 5. COMPAC77OAV PERCENTAGES SHOWN REFER TO AASHTO T-180. 1 7/2' S -IM AS-HA4 TI'C a e e e v a A c .I COIVGP£lE PAP£ Nl077A (w) + 5' sAisair & MATCH N SURFACE RES 70RA774N EXISTING PAVEMENT. - - - - - - 8" UAIfEROCYC, C0A0PAC7ED £.175771VG PAVEMENT. 797 98S OF AASH 10 T-180 - - EXIS77MG BASE 12" _T 12' (14P WON SOIL) -- - -- - ---------- 6' .SEE NO 7£ 7 7RENCW BACKFKL£D hV 11' / EN9rY7PE LAYERS r- I DENSITY PER AASWTO T-180 SEE rnWAL-rRVva� " o LAN VIEW. BACKfXL LIEU& FOR 1v 1 aaOW 7HIS AREA. 8AiXF1L �ALL 9XT799 SI OUTFALL DETAIL ACCORDANCE- " Nf7H PAPE MFG9P SPECS NOTES 1, BASE AND ASP'HAL r REPLAlE-Ad£Nr WTH 8' LAIIEROCY! AND 1 1/2" OF S -AV ASPHAL 77C CAvVCR£7E AS SHOMN ABOVE 2. 8A Sr MA7FR/AL5 SHALL &r PLACED AV 6' MAXAKUM LAYERS AND EACH LA )£R 7HQROU04L Y ROLLED 09 TAMPED rO A DENSITY OF 98X (AASHTO T-160) ONLY 7HROUGH ROAD SEC77CW (ALL 0rlffR AREAS 95X T-99) J. ASPHALT CANCRETE PAV£M£NT vmIS SHALL Be M£CWANACALLY SANED. 4 siwAcr 1REA7ED PAVEMENT .gW75 SHALL BE LAPPED AAV ICA09PED. 5, SXWAC£ MAIM* &VALL B£ CAVSIS7ENT WN EX1S77NG SURFACE: 6. BASE MA7ER/AL StIALL HAVE A ANAWUM LBR OF 100 AND A AANIMUM cmmwA Ir COIVTE)VT OF 7OX (6OX FIR LOCAL SnMT S - AS APPROVED 8Y 7NE ENGINEER) 7. MECNA/VACAL wmpACACW NOr ALLON¢D BELOW THIS LANE: B. SMONG MATE? & SHALL CON57Sr OF 1/2' - 3/4' WA-WROCX TRENCH DETAIL - PA VED AREA S SCALE.' NONE 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 & ASSOC'ATES, INC. IN WRITING. IF A A L o. reit J 9» Mex 6e PUN n �--�-. t-, N I sf' mew To rRoma• fi y �� �► f1 tr fJ l► �� �i �� A carr►lrrrvnrrlrr► f►frrefrfrrrfrur►f ► fr !r !► n fr fr rr !r r► r►rrrrfrnfrlrfer.r ► errr !► !► !► !r rr !► r► u frf►fr f►lrf►frlrf ► fr fr !r o rr !e re rr fr re !r er !r f► !r f► o fr • ► rr rr l►i► fr !r fr f► f► frf►r►lrf►frfrr►frf A 7 A rr►f►r►rrr►frf►rrfr f►rrfrvfrr reufrr ►�rfrr►��Rtar�►f��r SECTJON as Lo" LOP StVl) r SECTION J 13 m3.f- low rbo QWM OF Tho cJr34 e J ase. SECTXk( CC SECT7DN DD SECTAON AA e4 awe a to TYPE G 4 GENERAL NOTES VIP =. F 6 ❑ r e T l Toep Mnfb �► o nen w in a0,aeo. meORAI. aafeaaM 0-M& w amw liar taaeHro ar.p w� b essay .nw cab Meere C..-j pow"m sib Sod � wo and k Mars - STEEL GRATE r4 S.0 SOD ONLY E z raft 00 s e b M n raaaa amtslow ovmv. er tars Y, PANT. AND SOD _ l r°°'.ra pam-W pare t asaoa "1 -119 wns- TYPE F twat I. aeteeatt eww aw b a wV alb rust _m" nr M la aenv rw eo of P Cpl Mine M a MW *d P oto Of Intel. J. /Ape Mina t b awn tree 8 af.e/r. tbfr, top. 610. Mwl and Who at.M./Mm e, b a e■d ti news Mf PAVEMENT AND SODDING r�rr W&V U tis. �.e.iown SECTION BB DITCH BOTTOM INLETS TYPES F & G I of 1 233 3'-4' „ #r PLAN ' 'a{ �Grant t » ears ex CL� Eye 80 Retkullne Viers ti x J �"- See bWex t1d amen l j'x 4' .� Approx.. Wow W LA& +---T 4 B" 0 STEEL GRATES SECTION TYPE C Recoa W*W Wxtmua Pipe Siza P' -O' roll-ir Pipe 3'-e Wal -2t Pips GENERAL NOTES 1. These Inle/a ore alone for bkyvle and pedestrian ~ and are to be used In dlhdhes. wtedkne and other areas AWeat o InfroWent frdfk kad/ngs but ors not to be pkoed In areas Alhidat to any heavy wheat kadc. a Mists sWoot o minks/ debris W Wd be aonstnx ed wlMouf sots Where debts Is a pvMm IWeO shook be om>:anated with slws. Slotted Mkt* IOMW within rao&W visor Ansa and M am exelslble to pedestrians *hal how OWWW a 9100. The traversable sot wodifkat/on is not oftkible to kdet TYW H. Sots antsy be aonstrnoted a either or beth ends a9 show an plana. 3. Steel pates are o be used on an /n/pts where hkWe hark is aMklpaed. Steel ro- are to be used on all inlets with trawsable sots. Either nest Iron or Mee/ grates toy be used an Inlets wlttwd sots where WILVe Moffk Is net mficlpated. Either 0090 hsn or stew grades a w be used an all /mall with non-boversab/e slot^ Suliloof to the $ele~ des0r/bed above, when Allrnate 8 grate /s spedfled in the pknl, ehher the steel Brae, tot dipped quM n/zed after fabroviion, or the wet hen pato soy be used. udess the plans 9tlpukte Me portkW®r type. 4. Rewome/Wed maxImam Alpe sizes Blown are for Concrete PIPs. Pipe 91zes k W than Mince reoomnendied must be aheokW for fit. 5. All exposed corners and *does of oonorste as to be akwerod '. & iWvemelt to be used on inl0 without daft and Incas wIM non-trwer30rle skis 0" when Called for In the pknA tut roWired an al NwersaNe sot Inlets. last to be Anakuded In contact unit Prke for Inlets. &ADMIa sfown vie for Mformakn 001Y- 7. TrwersaWe sots conshsaeted M existing Inlets shall be Pak for US tolls partial, and ~ hoknM Me owed for sof ape nMps, p vAng and any roW/rod roplam-0 grates. 8. Sodahg to be used on oA tpoots not kadW M pwed areas and paid for under oontroot unit price for Sodding SY. 9. For wq+leeanory *AWls we index No. BY. DITCH BOTTOM INLETS TYPES C, D, E & H X X Front Slope --y r - Front Slop I I 1'- Shape SAW Cement Bops On Uptstfagah End I � To 45' Bevel l3' At Top To 6' On Lower Y --Varies /9" Min.) �-( y� Varies (6` Mln.l Sides) For Concrete And Meta Culverts I Bars t 1 � IR Boyer t _ la8 80tw - 17 B e i FL Etcw. , C FL Elev. r C I r e e k F F L CORRUGATED AFETAL PIPE CONCRETE PIPE � Notes fD For concrete and corrugated mato/ pipes. Concrete pipe shown. (2) The top row of r1prop baps shall be secured by pinning, using No. 4 reinforcing bars SECTION YY /8 Inches In length, as follows (a) The end bags sholl be seared using two bars per bag, one verticil and one diagonal as shown. (b) The next toIasi Luh on each end s1Wil be secured with two dors vertically. (c) Bops located over the pipe shall be seabed by o dor winch Is driven dJopolwJJy except that for concrete pipe two bars .shall be used for singlie baps above the pipe. (d) Mtermedlote bops shall be secured with o single ba'. Bons shall be driven to one Inch below the surface of the bag. The cost of furnisMng aW installing the bars shall be /tended in the cost of Me rlprop. FRONT ELEVATION TABLE OF DIMENSIONS AND QUANTITIES FOR ONE ENDWALL SIZE ONE PIPE CULVERTS TWO PIPE CULVERTS THREE PIPE CULVERTS FOUR PIPE CULVERTS OF H T A 8 C F X L RIPRAP CY RIPRAP CY RIPRAP CY L I RIPRAP CY PIPE CP I CMP L CP CMP L CP CMP CP CMP 18" 21-3' r-0' 4'-0" 0'-0' 0'-0" I'-9' 21-10" 81-9" 1.2 � 1„2 ll' -7' 1.5 1.6 14'-5' 1.8 1.9 17'-3' 2.1 2.3 24" 2'-90 a-0' 2'-0' 2'-6' 0'-0' 1`-9' 31-5' V-3* 2.4 2.5 131-8" 3.0 3.2 17'-1" 3.7 4.0 20'-6" 4.3 4.7 30' 3'-4" 21-0' 21-0' 3'-2' 0'-0' I'-10' 4'-3" I2'-0' 313 3.4 i61-3' 4.2 4.5 211-6" 5.1 1 5.5 24'-9' 6.0 6.5 36' 3'-l0' 2'-0" 2'-0" 3`8" 0'-0" I'-10" 5'-1' 131-61 4.0 4.2 0-7" 5.2 5.7 23'-8" 6.3 6.9 28'-9' 7.4 8.2 I 42' 4'-5' 3'-0' 2-0` 2'-0' 2'-4" I' -IP 6'-0' 6-3" 6.4 6.7 21'-3' 8.3 8.9 27'-3' 10.2 11.2 331-3" 12.3 13.4 48' 4-1P 3'-0" 2'-0" 2'-O' a -v I' -IP 6'-9' i6' -Sr 7.7 8.1 23'-6" 10.0 10.8 30'-3" 12.3 13.5 37'-0' 14.5 16.2 54" 5'-6' 3'-0" 2'-0" 2'-0' 3'-6" 2'-0' 7'-8' le -6' 9.5 10.1 26'-2" 12.4 13.5 33'-10` 15.3 11.0 V-6- ' 18.2 20.4 60" 6'-0" 3'-0' 2'-0' 2'-0' 4'-0' 2'-0' 8'-6" 201-0" 11.0 11.7 28'-6" 14.4 15.8 37'-O" 17.8 19.8 45'-6' 2i.1 23.8 66' 6'-7" 3'-0' 2'-O' 2'-0' 41-8' 2'-1' 9'-3" 21'-9' 13.2 14.1 3/'-0' 17.2 18.9 40'-3" 21.2 23.7 49'-6" 25.1 28.5 72' 7'-I" 3'-0' 2'-0' 2'-0' 5'-2" 2'-Y 0-0" 23'-3" 15.0 16.0 33'-3' 19.4 21.4 43'-3" 23.9 26.8 53'-3' 28.3 32.3 78' 7'-8' 3'-0' 2'-0' 2'-0' 5'-10' 2'-2' 0-9' 251-0" 17.5 18.7 351-9' 22.6 25.0 46'-6" 27.8 31.3 57'-3" 32.9 37.6 84' 8'-2" 3'-0" 2'-0" 2'-0' 6'-4" 2'-2' I!'-8' I 26'-6" 19,5 20.9 38'-2" 25.3 28.1 1 49-V 31.1 35.2 6/'-6' 36.9 42.4 STRAIGHT SAND -CEMENT ENDWALLS / of I 58 4/15/98 SEAL G. R. D. J. V.H. J. VH. :. Alain Street Baffle Box INDIAN RI VER COUNTY and Pipe Rep a � r FL ORIDA ,108 NO. - 950091. 12 .SCALE N/A SHEET.- PD --2 3 OF 4 IDA TE - DESIGNED B Y' 2 REV/SED OUTFALL PER CITY I GRD 4/27/98 DLP DRAWN BY.' 1 REVISED OUTFALL PER CITY I GRD I 3/23/98 ✓VH � CHECKED BY. DESCRIPTION BY DA TE CKD JOHN V. HILL, P. E No. 77002 1APPROVED BY cJr34 e J ase. SECTXk( CC SECT7DN DD SECTAON AA e4 awe a to TYPE G 4 GENERAL NOTES VIP =. F 6 ❑ r e T l Toep Mnfb �► o nen w in a0,aeo. meORAI. aafeaaM 0-M& w amw liar taaeHro ar.p w� b essay .nw cab Meere C..-j pow"m sib Sod � wo and k Mars - STEEL GRATE r4 S.0 SOD ONLY E z raft 00 s e b M n raaaa amtslow ovmv. er tars Y, PANT. AND SOD _ l r°°'.ra pam-W pare t asaoa "1 -119 wns- TYPE F twat I. aeteeatt eww aw b a wV alb rust _m" nr M la aenv rw eo of P Cpl Mine M a MW *d P oto Of Intel. J. /Ape Mina t b awn tree 8 af.e/r. tbfr, top. 610. Mwl and Who at.M./Mm e, b a e■d ti news Mf PAVEMENT AND SODDING r�rr W&V U tis. �.e.iown SECTION BB DITCH BOTTOM INLETS TYPES F & G I of 1 233 3'-4' „ #r PLAN ' 'a{ �Grant t » ears ex CL� Eye 80 Retkullne Viers ti x J �"- See bWex t1d amen l j'x 4' .� Approx.. Wow W LA& +---T 4 B" 0 STEEL GRATES SECTION TYPE C Recoa W*W Wxtmua Pipe Siza P' -O' roll-ir Pipe 3'-e Wal -2t Pips GENERAL NOTES 1. These Inle/a ore alone for bkyvle and pedestrian ~ and are to be used In dlhdhes. wtedkne and other areas AWeat o InfroWent frdfk kad/ngs but ors not to be pkoed In areas Alhidat to any heavy wheat kadc. a Mists sWoot o minks/ debris W Wd be aonstnx ed wlMouf sots Where debts Is a pvMm IWeO shook be om>:anated with slws. Slotted Mkt* IOMW within rao&W visor Ansa and M am exelslble to pedestrians *hal how OWWW a 9100. The traversable sot wodifkat/on is not oftkible to kdet TYW H. Sots antsy be aonstrnoted a either or beth ends a9 show an plana. 3. Steel pates are o be used on an /n/pts where hkWe hark is aMklpaed. Steel ro- are to be used on all inlets with trawsable sots. Either nest Iron or Mee/ grates toy be used an Inlets wlttwd sots where WILVe Moffk Is net mficlpated. Either 0090 hsn or stew grades a w be used an all /mall with non-boversab/e slot^ Suliloof to the $ele~ des0r/bed above, when Allrnate 8 grate /s spedfled in the pknl, ehher the steel Brae, tot dipped quM n/zed after fabroviion, or the wet hen pato soy be used. udess the plans 9tlpukte Me portkW®r type. 4. Rewome/Wed maxImam Alpe sizes Blown are for Concrete PIPs. Pipe 91zes k W than Mince reoomnendied must be aheokW for fit. 5. All exposed corners and *does of oonorste as to be akwerod '. & iWvemelt to be used on inl0 without daft and Incas wIM non-trwer30rle skis 0" when Called for In the pknA tut roWired an al NwersaNe sot Inlets. last to be Anakuded In contact unit Prke for Inlets. &ADMIa sfown vie for Mformakn 001Y- 7. TrwersaWe sots conshsaeted M existing Inlets shall be Pak for US tolls partial, and ~ hoknM Me owed for sof ape nMps, p vAng and any roW/rod roplam-0 grates. 8. Sodahg to be used on oA tpoots not kadW M pwed areas and paid for under oontroot unit price for Sodding SY. 9. For wq+leeanory *AWls we index No. BY. DITCH BOTTOM INLETS TYPES C, D, E & H X X Front Slope --y r - Front Slop I I 1'- Shape SAW Cement Bops On Uptstfagah End I � To 45' Bevel l3' At Top To 6' On Lower Y --Varies /9" Min.) �-( y� Varies (6` Mln.l Sides) For Concrete And Meta Culverts I Bars t 1 � IR Boyer t _ la8 80tw - 17 B e i FL Etcw. , C FL Elev. r C I r e e k F F L CORRUGATED AFETAL PIPE CONCRETE PIPE � Notes fD For concrete and corrugated mato/ pipes. Concrete pipe shown. (2) The top row of r1prop baps shall be secured by pinning, using No. 4 reinforcing bars SECTION YY /8 Inches In length, as follows (a) The end bags sholl be seared using two bars per bag, one verticil and one diagonal as shown. (b) The next toIasi Luh on each end s1Wil be secured with two dors vertically. (c) Bops located over the pipe shall be seabed by o dor winch Is driven dJopolwJJy except that for concrete pipe two bars .shall be used for singlie baps above the pipe. (d) Mtermedlote bops shall be secured with o single ba'. Bons shall be driven to one Inch below the surface of the bag. The cost of furnisMng aW installing the bars shall be /tended in the cost of Me rlprop. FRONT ELEVATION TABLE OF DIMENSIONS AND QUANTITIES FOR ONE ENDWALL SIZE ONE PIPE CULVERTS TWO PIPE CULVERTS THREE PIPE CULVERTS FOUR PIPE CULVERTS OF H T A 8 C F X L RIPRAP CY RIPRAP CY RIPRAP CY L I RIPRAP CY PIPE CP I CMP L CP CMP L CP CMP CP CMP 18" 21-3' r-0' 4'-0" 0'-0' 0'-0" I'-9' 21-10" 81-9" 1.2 � 1„2 ll' -7' 1.5 1.6 14'-5' 1.8 1.9 17'-3' 2.1 2.3 24" 2'-90 a-0' 2'-0' 2'-6' 0'-0' 1`-9' 31-5' V-3* 2.4 2.5 131-8" 3.0 3.2 17'-1" 3.7 4.0 20'-6" 4.3 4.7 30' 3'-4" 21-0' 21-0' 3'-2' 0'-0' I'-10' 4'-3" I2'-0' 313 3.4 i61-3' 4.2 4.5 211-6" 5.1 1 5.5 24'-9' 6.0 6.5 36' 3'-l0' 2'-0" 2'-0" 3`8" 0'-0" I'-10" 5'-1' 131-61 4.0 4.2 0-7" 5.2 5.7 23'-8" 6.3 6.9 28'-9' 7.4 8.2 I 42' 4'-5' 3'-0' 2-0` 2'-0' 2'-4" I' -IP 6'-0' 6-3" 6.4 6.7 21'-3' 8.3 8.9 27'-3' 10.2 11.2 331-3" 12.3 13.4 48' 4-1P 3'-0" 2'-0" 2'-O' a -v I' -IP 6'-9' i6' -Sr 7.7 8.1 23'-6" 10.0 10.8 30'-3" 12.3 13.5 37'-0' 14.5 16.2 54" 5'-6' 3'-0" 2'-0" 2'-0' 3'-6" 2'-0' 7'-8' le -6' 9.5 10.1 26'-2" 12.4 13.5 33'-10` 15.3 11.0 V-6- ' 18.2 20.4 60" 6'-0" 3'-0' 2'-0' 2'-0' 4'-0' 2'-0' 8'-6" 201-0" 11.0 11.7 28'-6" 14.4 15.8 37'-O" 17.8 19.8 45'-6' 2i.1 23.8 66' 6'-7" 3'-0' 2'-O' 2'-0' 41-8' 2'-1' 9'-3" 21'-9' 13.2 14.1 3/'-0' 17.2 18.9 40'-3" 21.2 23.7 49'-6" 25.1 28.5 72' 7'-I" 3'-0' 2'-0' 2'-0' 5'-2" 2'-Y 0-0" 23'-3" 15.0 16.0 33'-3' 19.4 21.4 43'-3" 23.9 26.8 53'-3' 28.3 32.3 78' 7'-8' 3'-0' 2'-0' 2'-0' 5'-10' 2'-2' 0-9' 251-0" 17.5 18.7 351-9' 22.6 25.0 46'-6" 27.8 31.3 57'-3" 32.9 37.6 84' 8'-2" 3'-0" 2'-0" 2'-0' 6'-4" 2'-2' I!'-8' I 26'-6" 19,5 20.9 38'-2" 25.3 28.1 1 49-V 31.1 35.2 6/'-6' 36.9 42.4 STRAIGHT SAND -CEMENT ENDWALLS / of I 58 4/15/98 SEAL G. R. D. J. V.H. J. VH. :. Alain Street Baffle Box INDIAN RI VER COUNTY and Pipe Rep a � r FL ORIDA ,108 NO. - 950091. 12 .SCALE N/A SHEET.- PD --2 3 OF 4 °Vinyl Sheathed EAW Steel Cable MOO Lie. Breaking Strenow With Galvanized Connectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam Slotted PVC Connecta Pipe Flotation (6' Dia. Equlv.) (12 Lbs. Slotted COUa ConnReinfector P Closed Cell Solid Plastic Foam Per Ft. Buoyocy) Flotation (8" Dia. Equtv.) (ll lbs. Per Ft. Buoyancy) 'iE ftoWv Rape (60D Ib. Breaking 18 Oz. Nylon Reinforced o 18 Oz. Nylon Reinforced Strength) 6o/vanlzed Chain PVC Fabric (300 Psi Test) Stress Plate fPVC Fabric apsi /-1�6' Test) With Lacing �i Grommets l �• #�Ga/varized Chain-.� TYPE IITYPE I Q D, - 5' Std. (Single Pore/ For Depths 5' or Less). o~ Dt • 5' Sid. (Additional Panel For Depths- 59. Curtain To Ready Bottom Up To Depths Of /0 Feet. Two(2) Panels To Be Used For Depths Greater Than Ag Feet unless Special Depth Curtains Specifically Called For in The Plans Or As Determined By The Engineer. NOTICE: COMPONENTS OF TYPES I AND Jr MAY BE SIMILAR OR IDENTICAL To PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND 1r SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS LEGEND Proposed Toe Of Slope • Pile Locations ® Dredge Or Fill Area 1{ ; -.0 Mooring Buoy w/Anchor �Existirng 1 ///�i j ~ Anchor �... _._.. / Causeway ���!!//.d... � �. Barrier o Current Movement �e Action Stare Line t"i00` TYPicaI Current f/ Suture Alignment NOTES: 1. Turbidity barriers are to be used in oil permanent bodies of water regardless of water depth. 2. Number and spacing of anchors dependent on current velocities. J. Deployment of barrier around pile locations may vary to accommodate construction operations. 4. Navigation may require segmenting barrier during construction operations. 5. For oadit/ono! Information see Section 114 of the Standard Specifications. St Limits TURBIDITY BARRIER APPLICATIONS Post Options: Wood 2j" Mtn. 0 Wood 2" x 4" 1 Oak I J'x l J" Less Thor lY. Roadwa✓- ��T&rporoty Steel 1.33 Lbs/Ft. Min. Slope Drains ( Estimate At 400' Spacing Ground Line On Grades IX Or Greater, C) c in TURBIDITY BARRIERS twit luptrons, e x 4 ur 2j NM. Dia. Woods Steel 1.33 Lbs/Ft. Mtn.) 6' Max. n- 18 Oz. Nylon Reinforced - 1 PVC Fabric (.300 psi Test) ko �_1 ►I i ff Ig I! i u STAKED TURBIDITY BARRIER Turbidity Barriers Note: Turbidity barriers for flowing streams and tidal creeks may be either floating, or stoked types or any combinations Of types that will suit site conditions and meet erosion control and water quality requirements. The barrier type(s) will be at the Contractors option unless otherwise specified in the plans, however payment will be under the pay item(s) established in the plans for Floating Turbidity Barrier and/or Stoked Turbidity Barrier. Posts In stoked turbidity barriers to be installed in vertical posltlon unless otherwise directed by the Engineer. GENERAL NOTES ). Floating turbidity barriers are to be paid for under the contract unit price for Floating Turbidity Barrier. LF. 2 Stoked turbidity barriers are to be paid for under the contract unit price for Staked Turbidity Barrier, LF. oust. Sidewalk O _ Dlto4 ire Ditch 4 Curb &Gaffer �- Curb &Gutter _ _ PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bale. PROTECTION AROUND INLETS OR SIMILAR STRUCTURES A- type A Or B Fence Notes Bales to be staked at the direction of the Engineer. Loose Soll Placed BY Shovel And Lighty Compacted Aong Upstream Face Of Bales. BALES BACKED of FENCE Roadway & Shoulder Area --�Temporary Earth Berme Bag B Shoulder Line Front Slope Or Median Slope A-1 I I I A On Superelevotion Section ` � L Z II i I I i Sodding (Overlapped 1 Toe Of Slope Optional Post Positions • Principle Post Position r (Canted 20• Toward Flow) Filter Fabric (In 6' Max. Conformance With i J Sec. 985 FDOT Spec.) Filter Fabric «►! ' OF i ` ! Silt Flow ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE 1ZT SILT FENCE �.— Silt Flow ,t y Note: Spacing for Type Ill Fence to be in _ accordance with Chart I, Sheet I of 3 and ditch installations at drainage structures Sheet 2 of 3. Type IIT Silt Fence Protection Type III Silt Fence Around Ditch Bottom Inlets. Do not deploy in o manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS SECTION AA /0' B� PLAN SECTION BB emporory tserm SOD FLUME (SODDING OVERLAPPED) l GENERAL NOTES TYPICAL APPLICATION Pavement Repair 1. Work operations shall be confined to one traffic lane, except for 8, All signs stall be post Daunted If the closure time exceeds Shoulder & Roadside Work houl road crossings, leaving the opposite lone open to traffic. l2 lours. Bridge Work SYMBOLS 2. All vehicles, equipment, workers (except f/aggersJ and theirBox Culvert Work activities are restricted at all times to one side of the pavement, 9 SIGNAL AHEAD and EQUIPMENT CROSSiNG AHEAD signs are to be Work Area except for haul rood crossings. removed or fully covered when no work Is being performed and the Drainage Work Mghway, is open to two-way traffic. Type III Barricades shall be in Utility Work Sign With 18' x #9" (Min.) Orange J. The installation and timing of signals shatl be approNeA IV ftw plane to block haul rood o"Ss when the haul rood is not in operationnand a flogger/signal operator is not on ably, exoopt when ttii haul road Haul Rood Crossing Flag And Type B Light District Traffic Operations Engineer prior to signals being placed Is ars existing property moe9ted rood. In operation. D Work Zone Sign Where sight distance to the signal Is limited, the signals may be 10. Arrows denote direction of traffic only and do not reflect mounted on spon wire at the discretion of the Engineer. pavement markings. WHERE TIONS ® Traffic Signal The moxfmum distance between portable traffic signals WHERE ANY VEHICLE, EQUIPMENT, (reecel'Yer/aantrollers) shall be mile, however, in no case ll. GOtlgodexw! dimensions are to be dusted to fit field conditions. Type I Or Type Il' Barricade Or Vertical # See Mdex No. 600. WORKERS O THEIR ACTIVITIES yp yp sial/ the distance exceed the maximum distance of which the Panel Or Drum (With Steady Burning Light remote operator (transmitter) can positively and safety operate /2. When a side road Intersects the highway on which work /s WILL ENCROACH ON ONE LANE ON both portable signals. MOMENTARILY ENCROACH ON BOTH At Night Only). Tubular Markers being performed additionmi traffic control devices shall be May Be Used During Daylight Only. 4. Flaggers to supplement the signal operator/flogger shall A* erected in accordance with other applicable TCZ Indexes. LANES OFA �"WO-LANE TWO-WAY used when needed to assure safe movements between AIlicROADWAY AND TRAFFIC SIGNALS and operating equipment, as determined by the Engineer. 13. for genera/ TCZ requirements and additional information ARE NEEDED. � Type III' Barricade refer to Index No. 600. 5. The first J*o warning signs shall have a 18" x 18" (min.) orange ire signals Span pan wy r Stop Bar flog and a Type B light ottached and operating at ohl times. ghats are ibe used only in active work zones, where the contractor can marJfor signal operation and nalnto/n traffic ff' Flogger 6. When needed, on additional warning sign carry be installed in adveance with floggers In the event of a power failure. rnWrnc contact. rMauatt wrM za+es of the ROAD CONSTRUCTION AHEAD sign. The distance between TWO-LANE, TWO-WAY Portable Signal successive signs stall be 500 ft. LANE CLOSURE BY SIGNAL CONTROL 7. The SIGNAL AHEAD legend sign may be substituted for the DAY OR NIGHT OPERATIONS symbol sign. Side Road See General Note No. 12--•. (� rl V RCEr n m•0�0o rsri ' j�Portable Signal Zftwx Mile Max. See General Note No. 3_ I 500'r+ ,ars 500' Min. Varies (Alin.: Side Road Return Width) /O0' Min I' Min., l50 Max.,, Max. O-Pn I 10 a 24" White Ref/ectorized Preformed Mat Or Pavement Marking Tape II 8 B p p (Location To Suit Signal Position) b e e v" s e lose (p D 24" White Reflectorized Preformed 500' Min. �.- `Signal Operator/Flogger Mat Or Pavement Marking Tape 1000' Max. SOD 500' _ I T5' (Location To Suit Signal Position) ! 80' Min., 150' .Max. gap wan ronRueo KW Cones Or Tubular Markers At 25' Centers Type I Or Type II Barricades Or Vertical Panels Al! Transition Barricades Or Vertical Panels UWt T yP yP At 25' Centers Max. Or Drums At 50' Centers SINGLE LANE CLOSURE • ROADWAY AND BRIDGES ALL LENGTHS 608 i rA Roadbed Under Construction ✓ Sump m Flow c Sand Bags B- a B Shoulder Line Earth Berm Note: T ) I) I ) Slope drain pipe to be paid for as Slope Orales ( Temporary ) LF, based 15' Metal Or Plastic Corrugated Pipes Or. Plastic Fabric Conduit on linear feet of pipe or conduit installed. With Adaptors For Staking 6' Centers ( Max. ) On Drain Slope Sand Bogs To Payment to be made for one installation And With Flume Or Flashing For Securing intake At Sung Wall. Be Located per site. including one stub and elbow Sand Bogs Downstream or one Intake flume or flashing. Sump construction and maintenance and curtains r to be included in cast for Slope Drains ( Temporary ). San(/ bags to be paid for Shoulder Line "" as Sandbagging CY. (Flra! Grade ) 1 l-- A Stub Pipe And Elbow - PLAN Or Conduit To Be Relocated As Fill / Slope Varles Progresses �y r Anchor For Corrugated Pipe Intermediate Sump And Drain To Be - As Directed By The Engineer Constructed AS Fill Progresses As % Bag Height Sufficient To Directed By The Engineer. Earth Berm�t _ Contain Pipe Discharge May Be Used In Lieu Of Sandbagging At Ditch Locations Sand Bag Cutoff Well Or Impervious Curtain ( To Be Removed With Apron Contoured To Natural Stub And Elbow Or Ground in Absence Of Ditch Conduit Relocation ) SECTION AA `� i • . +i . . Ii . II` • II° ° i� 5d On Centers (Typ.) `sJ As Required Limits Of Construction U • I I ° I Sod SECTION BB I jI_ _ �� — _ — Silt Barrier Anchor Bales Wft 2 - z' x e x 4' PLAN TEMPORARY SLOPE DRAIN 1 _ _ Stakes Per Sale.Overlap Ends 50' Max. 50Max. Flit Slope 4010 f. ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL — Sod Ditch Bottom /Met Median Ditch GROUND SLOPES TOWARD THE TOE OF SLOPE `---Silt Barrier .i 50 Max. x_50 Max. Ditch X ... Cross Drain "► • Flow Bales To Butt —1� fir` l�/— :.�• 50' Max. 50' Max. _ �pEndwarl Siff Barrier PLAN Loose Soll Placed By Shove/ —_# _CC�,�� --_ _ Anchor Bales Witht And Lightly Compacted Along 2-2' x 2' x 4' Stakes 6 Min- The Upstream Edge Of Bales. / } Per Bale. �L Fill Slope Sod I Limits Of Construction •�"' ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE 1 DITCH INSTALLATIONS AT DRAINAGE STRUCTURES , r BALED HAY OR STRAW IBARRIERS FOR FILL SLOPES 1 RARRIC C' A111r) CII T FFAi('F.S CRAVEN THOMPSON & ASSOCIATES, INC. ENGINEERS PLANNERS 9 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. I - DA TE_.- 5/4/98 SEAL DESIGNED B Y. G R. D• / re vision by city qrd 5/4/98 i qrd DRA WN B Y.• G. R. D. JB Y DESCR/F' TION B Y DA TE- I CK D CHECKED B Y.• D• L • P. AY27�� JOHN V. HILL, P. E. No. 17002 APPI?O VED BY- ✓. V.H. l Sod Sod Loose Soll Placed By Shovel And Lightly PLAN Compa%#d Along Upstream Edge Of Bales. Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bole. Rail Post • — l` Mtn. Recommended ELEVATION Spacing: Bale barriers for paved ditches should be spaced In accordance with Chart Z. Sheet I of J. index No. 102 BARRIER FOR PAVED DITCH Woven Filter Fabric In Absence Of Established Grass (Approx. 12' x 12'). Secure Edges By Entrenching And PF Extend Under Bogs and Bales. Fabric I Shudt Meet The Requirements Of Y Section 965 Of The Standard i Sand Bags — Specifications. Cost Of Fabric To Be 5' MIn. -tet included in The Contract Unit Price `t For Baled Hay Or Straw. TN. ! I Loos® Soil Placed BY Shovel Ani! Lighty I Loose Sall Placed By Shovel And Lighty �jTff Conoacted Along The Upstream Edge Of Bales. Cortrpacted Along The Upstream Edge Of Bales. PLAN PLAN Roll Post 5' T + I' Mtn. Rwomend� ' TY I' MIn. Recommended 5' Anchor Lower Bales With 2 - 2' x 2' x 4' Stakes Per Bale. Anchor Top Bales To Lower Bales With 2 - 2' x 2 x 4' Stakes Per Bale. Anchor Bales Wlth 2 - 2' x 2' x 4' Stokes Per Bale ELEVATION ELEVATION App/tootion and Spacing: The use of Types I & II bole barriers should be limited to the conditions outlined in Chart I, Sheet l of 3. index No. 102 TYPE IT TYPE I BARRIER FOR UNPAVED DITCHES I Alain Street Ba-f-fle Box INDIAN RI VER COUNTY and Pipe Rer)ajr JOB NO: 9.50091. 12 FL ORIDA EROSION CONTROL & TRAFFIC CONTI? iSCALE-: N. TS OL SHEET. EC—I 4 OF 4 C = = 200' Std. 200' Std. V i reat Less Thor lY. Roadwa✓- ��T&rporoty Slope Drains ( Estimate At 400' Spacing Ground Line On Grades IX Or Greater, Final Spacing To Be As Sod Flume ( Sodding Overlapped J ( To Be l The Engineer. 1 Drains To Be Replaced SDrain Slope failed As Fill Construction Progress ft -failed Fl Permanent Sod As Directed By The Engineer.) incl Shoulder Flume After Fina! Shoulder Grade Established. ELEVATION I SLOPE DRAIN APPLICATION Sidewalk O _ Dlto4 ire Ditch 4 Curb &Gaffer �- Curb &Gutter _ _ PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bale. PROTECTION AROUND INLETS OR SIMILAR STRUCTURES A- type A Or B Fence Notes Bales to be staked at the direction of the Engineer. Loose Soll Placed BY Shovel And Lighty Compacted Aong Upstream Face Of Bales. BALES BACKED of FENCE Roadway & Shoulder Area --�Temporary Earth Berme Bag B Shoulder Line Front Slope Or Median Slope A-1 I I I A On Superelevotion Section ` � L Z II i I I i Sodding (Overlapped 1 Toe Of Slope Optional Post Positions • Principle Post Position r (Canted 20• Toward Flow) Filter Fabric (In 6' Max. Conformance With i J Sec. 985 FDOT Spec.) Filter Fabric «►! ' OF i ` ! Silt Flow ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE 1ZT SILT FENCE �.— Silt Flow ,t y Note: Spacing for Type Ill Fence to be in _ accordance with Chart I, Sheet I of 3 and ditch installations at drainage structures Sheet 2 of 3. Type IIT Silt Fence Protection Type III Silt Fence Around Ditch Bottom Inlets. Do not deploy in o manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS SECTION AA /0' B� PLAN SECTION BB emporory tserm SOD FLUME (SODDING OVERLAPPED) l GENERAL NOTES TYPICAL APPLICATION Pavement Repair 1. Work operations shall be confined to one traffic lane, except for 8, All signs stall be post Daunted If the closure time exceeds Shoulder & Roadside Work houl road crossings, leaving the opposite lone open to traffic. l2 lours. Bridge Work SYMBOLS 2. All vehicles, equipment, workers (except f/aggersJ and theirBox Culvert Work activities are restricted at all times to one side of the pavement, 9 SIGNAL AHEAD and EQUIPMENT CROSSiNG AHEAD signs are to be Work Area except for haul rood crossings. removed or fully covered when no work Is being performed and the Drainage Work Mghway, is open to two-way traffic. Type III Barricades shall be in Utility Work Sign With 18' x #9" (Min.) Orange J. The installation and timing of signals shatl be approNeA IV ftw plane to block haul rood o"Ss when the haul rood is not in operationnand a flogger/signal operator is not on ably, exoopt when ttii haul road Haul Rood Crossing Flag And Type B Light District Traffic Operations Engineer prior to signals being placed Is ars existing property moe9ted rood. In operation. D Work Zone Sign Where sight distance to the signal Is limited, the signals may be 10. Arrows denote direction of traffic only and do not reflect mounted on spon wire at the discretion of the Engineer. pavement markings. WHERE TIONS ® Traffic Signal The moxfmum distance between portable traffic signals WHERE ANY VEHICLE, EQUIPMENT, (reecel'Yer/aantrollers) shall be mile, however, in no case ll. GOtlgodexw! dimensions are to be dusted to fit field conditions. Type I Or Type Il' Barricade Or Vertical # See Mdex No. 600. WORKERS O THEIR ACTIVITIES yp yp sial/ the distance exceed the maximum distance of which the Panel Or Drum (With Steady Burning Light remote operator (transmitter) can positively and safety operate /2. When a side road Intersects the highway on which work /s WILL ENCROACH ON ONE LANE ON both portable signals. MOMENTARILY ENCROACH ON BOTH At Night Only). Tubular Markers being performed additionmi traffic control devices shall be May Be Used During Daylight Only. 4. Flaggers to supplement the signal operator/flogger shall A* erected in accordance with other applicable TCZ Indexes. LANES OFA �"WO-LANE TWO-WAY used when needed to assure safe movements between AIlicROADWAY AND TRAFFIC SIGNALS and operating equipment, as determined by the Engineer. 13. for genera/ TCZ requirements and additional information ARE NEEDED. � Type III' Barricade refer to Index No. 600. 5. The first J*o warning signs shall have a 18" x 18" (min.) orange ire signals Span pan wy r Stop Bar flog and a Type B light ottached and operating at ohl times. ghats are ibe used only in active work zones, where the contractor can marJfor signal operation and nalnto/n traffic ff' Flogger 6. When needed, on additional warning sign carry be installed in adveance with floggers In the event of a power failure. rnWrnc contact. rMauatt wrM za+es of the ROAD CONSTRUCTION AHEAD sign. The distance between TWO-LANE, TWO-WAY Portable Signal successive signs stall be 500 ft. LANE CLOSURE BY SIGNAL CONTROL 7. The SIGNAL AHEAD legend sign may be substituted for the DAY OR NIGHT OPERATIONS symbol sign. Side Road See General Note No. 12--•. (� rl V RCEr n m•0�0o rsri ' j�Portable Signal Zftwx Mile Max. See General Note No. 3_ I 500'r+ ,ars 500' Min. Varies (Alin.: Side Road Return Width) /O0' Min I' Min., l50 Max.,, Max. O-Pn I 10 a 24" White Ref/ectorized Preformed Mat Or Pavement Marking Tape II 8 B p p (Location To Suit Signal Position) b e e v" s e lose (p D 24" White Reflectorized Preformed 500' Min. �.- `Signal Operator/Flogger Mat Or Pavement Marking Tape 1000' Max. SOD 500' _ I T5' (Location To Suit Signal Position) ! 80' Min., 150' .Max. gap wan ronRueo KW Cones Or Tubular Markers At 25' Centers Type I Or Type II Barricades Or Vertical Panels Al! Transition Barricades Or Vertical Panels UWt T yP yP At 25' Centers Max. Or Drums At 50' Centers SINGLE LANE CLOSURE • ROADWAY AND BRIDGES ALL LENGTHS 608 i rA Roadbed Under Construction ✓ Sump m Flow c Sand Bags B- a B Shoulder Line Earth Berm Note: T ) I) I ) Slope drain pipe to be paid for as Slope Orales ( Temporary ) LF, based 15' Metal Or Plastic Corrugated Pipes Or. Plastic Fabric Conduit on linear feet of pipe or conduit installed. With Adaptors For Staking 6' Centers ( Max. ) On Drain Slope Sand Bogs To Payment to be made for one installation And With Flume Or Flashing For Securing intake At Sung Wall. Be Located per site. including one stub and elbow Sand Bogs Downstream or one Intake flume or flashing. Sump construction and maintenance and curtains r to be included in cast for Slope Drains ( Temporary ). San(/ bags to be paid for Shoulder Line "" as Sandbagging CY. (Flra! Grade ) 1 l-- A Stub Pipe And Elbow - PLAN Or Conduit To Be Relocated As Fill / Slope Varles Progresses �y r Anchor For Corrugated Pipe Intermediate Sump And Drain To Be - As Directed By The Engineer Constructed AS Fill Progresses As % Bag Height Sufficient To Directed By The Engineer. Earth Berm�t _ Contain Pipe Discharge May Be Used In Lieu Of Sandbagging At Ditch Locations Sand Bag Cutoff Well Or Impervious Curtain ( To Be Removed With Apron Contoured To Natural Stub And Elbow Or Ground in Absence Of Ditch Conduit Relocation ) SECTION AA `� i • . +i . . Ii . II` • II° ° i� 5d On Centers (Typ.) `sJ As Required Limits Of Construction U • I I ° I Sod SECTION BB I jI_ _ �� — _ — Silt Barrier Anchor Bales Wft 2 - z' x e x 4' PLAN TEMPORARY SLOPE DRAIN 1 _ _ Stakes Per Sale.Overlap Ends 50' Max. 50Max. Flit Slope 4010 f. ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL — Sod Ditch Bottom /Met Median Ditch GROUND SLOPES TOWARD THE TOE OF SLOPE `---Silt Barrier .i 50 Max. x_50 Max. Ditch X ... Cross Drain "► • Flow Bales To Butt —1� fir` l�/— :.�• 50' Max. 50' Max. _ �pEndwarl Siff Barrier PLAN Loose Soll Placed By Shove/ —_# _CC�,�� --_ _ Anchor Bales Witht And Lightly Compacted Along 2-2' x 2' x 4' Stakes 6 Min- The Upstream Edge Of Bales. / } Per Bale. �L Fill Slope Sod I Limits Of Construction •�"' ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE 1 DITCH INSTALLATIONS AT DRAINAGE STRUCTURES , r BALED HAY OR STRAW IBARRIERS FOR FILL SLOPES 1 RARRIC C' A111r) CII T FFAi('F.S CRAVEN THOMPSON & ASSOCIATES, INC. ENGINEERS PLANNERS 9 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. I - DA TE_.- 5/4/98 SEAL DESIGNED B Y. G R. D• / re vision by city qrd 5/4/98 i qrd DRA WN B Y.• G. R. D. JB Y DESCR/F' TION B Y DA TE- I CK D CHECKED B Y.• D• L • P. AY27�� JOHN V. HILL, P. E. No. 17002 APPI?O VED BY- ✓. V.H. l Sod Sod Loose Soll Placed By Shovel And Lightly PLAN Compa%#d Along Upstream Edge Of Bales. Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bole. Rail Post • — l` Mtn. Recommended ELEVATION Spacing: Bale barriers for paved ditches should be spaced In accordance with Chart Z. Sheet I of J. index No. 102 BARRIER FOR PAVED DITCH Woven Filter Fabric In Absence Of Established Grass (Approx. 12' x 12'). Secure Edges By Entrenching And PF Extend Under Bogs and Bales. Fabric I Shudt Meet The Requirements Of Y Section 965 Of The Standard i Sand Bags — Specifications. Cost Of Fabric To Be 5' MIn. -tet included in The Contract Unit Price `t For Baled Hay Or Straw. TN. ! I Loos® Soil Placed BY Shovel Ani! Lighty I Loose Sall Placed By Shovel And Lighty �jTff Conoacted Along The Upstream Edge Of Bales. Cortrpacted Along The Upstream Edge Of Bales. PLAN PLAN Roll Post 5' T + I' Mtn. Rwomend� ' TY I' MIn. Recommended 5' Anchor Lower Bales With 2 - 2' x 2' x 4' Stakes Per Bale. Anchor Top Bales To Lower Bales With 2 - 2' x 2 x 4' Stakes Per Bale. Anchor Bales Wlth 2 - 2' x 2' x 4' Stokes Per Bale ELEVATION ELEVATION App/tootion and Spacing: The use of Types I & II bole barriers should be limited to the conditions outlined in Chart I, Sheet l of 3. index No. 102 TYPE IT TYPE I BARRIER FOR UNPAVED DITCHES I Alain Street Ba-f-fle Box INDIAN RI VER COUNTY and Pipe Rer)ajr JOB NO: 9.50091. 12 FL ORIDA EROSION CONTROL & TRAFFIC CONTI? iSCALE-: N. TS OL SHEET. EC—I 4 OF 4