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PLAN VIEW PLAN VIEW USF 4604 SLAB TYPE FRAME AND 6196 GRATE OR APPROVED EQUAL MANHOLE COVER USF 1117 OR APPROVED EQUAL JTFALL CURB INLET NG) TO BE FITTED SEE NOTE BELOW EL. ( +) 5.00 8' EL. + 4.00 POLLUTION RETARDAN BAFFLE _ EL. (+ 2.50 24" EXISTING OUTFAL INV. EL. - 0.48 )30" H.D.P.E. ( ) ( -) 2 5, INV. EL. .90 EL. ( -)4.40 8' 8" 4' -0' ' -0' 8 6' -0' SECTION A -A CONTROL STRUCTURE 1 DETAIL NOTE: A CURB INLET USING USF TYPE 51161 CURB & GUTTER INLET FRAME, HOOD AND USF 6019 GRATE CONFORMING TO FDOT TYPE 10 CURB SHALL BE FITTED TO CONFORM WITH THE PLAN. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER OF RECORD FOR APPROVAL. JTFALL NG) 12" HDPE INV. EL. ( +)1.50 EL. + 2. LUSH TO PAVEMENT USF 4604 SLAB TYPE FRAME AND 6196 GRATE OR APPROVED EQUAL MANHOLE COVER USF 1117 OR APPROVED EQUAL EL. ( +) 4.00 EL. + 3.00 EL. + 2 LLUTION RE DANT 1 15" H.D.P.E. B FFLE OUTFALL 12" PIPE EXISTING INV. EL. ( +) q �0.5 INV. EL. ( +) 0.11 -3.91 EL. ( -)3.80 8' P. E. 81 2' -0" 4' -0" r SECTION A -A CONTROL STRUCTURE 2 DETAIL NEOPRENE GASKET (SEE NOTE #3) C.A.P. HALF PIPE 3" FLOW 24 FLOW OUT (MIN.} IN 6" MIN. SEE NOTE 2 op z SIDE VIEW SOLID TOP (SEE NOTE #1)) O �/ 0 �iV) O \� O Ld - ? oD Q \ i PIPE DIA. W' (IN) W2 (IN) T (GAUGE) H (IN) 15" 21 " 21 " 16 VARIES 18" 24" 24" 16 VARIES 21 " 30" 30" 16 VARIES 24" 30" 36" 16 VARIES 30" 36" 42 14 VARIES 36" 42" 48" 14 VARIES 42" 48" 54" 14 VARIES 48 54 60" 14 VARIES 54" 60" 66" 14 VARIES 1. RECTANGULAR STRUCTURE 2. ROUND STRUCTURE J ^ "'" ^' r, COVER USF 1 117 ,OVED EQUAL SECTION B -B U.S. PRECAST PRODUCT NO. 3 -7.9 OR APPROVED EQUAL "'^""'^' C_ COVER USF 1 117 1OVED EQUAL 8' 4'-Q- j 8'L. SECTION B -B 3" x 1/8" FLAT BAR TOP AND SIDES CONTINUOUS WELD WITH 1/2" MOUNTING HOLES 1/2 ROUND CORRUGATED ALUMINUM PIPE TYP. NEOPRENE GASKET TYP. (SEE NOTE #3) OPEN BOTTOM TOP VIEW SEE NOTE 7. RECTANGULAR STRUCTURE FRONT VIEW NOTES: 1. ALUMINUM SHEET OF SAME THICKNESS (GAUGE) AS PIPE SHALL BE WELDED TO CLO)SE OPENING AT THE TOP. 2. THE BOTTOM ELEVATION OFF THE POLLUTION RETARDANT BAFFLE MUST BE AT LEASIT 2' BELOW CONTROL ELEVATION. 3. NEOPRENE ADHESIVE BACKED GASKET, OR APPROVED EQUAL (1" x 2 ") SHALL BIE INSTALLED ON THE SIDES AND TOP OF ALL BAFFLES.. 4. POLLUTION RETARDANT BAFFLE TO BE FASTENED IN PLACE WITH 3/8 "x4" STAIMLESS STEEL "RED HEADS ", OR APPROVED EQUAL. 5. ALL EXFILTRATION TRENCHES SHALL HAVE A POLLUTION RETARDANT BAFFLE AT EACH CONNECTION POINT TO A STRUCTURE (SEE EXFILTRA-TION TRENCH DETAIL). 6. FIBERGLASS BAFFLES ARE NOT PERMITTED. 7. MOUNTING BRACKETS MAY BE ADDED TO FLAT BARS TO EASE INSTALLATION IN ROUND STRUCTURES. SPACING TO MATCH HOLES IN FLAT BARS. POLLUTION RETARDANT' BAFFLE DETAIL TOP VIEW ROUND STRUCTURE U.S. PRECAST PRODUCT NO. 3 -7.9 OR APPROVED EQUAL 2 BRICKS (MAX.) 2' -0" DIA. o M I CV N 8" 3'- 6" OR 4'- 0" 8" MANHOLE TOP NOTE: UNIT MAY BE PRECAST OR CAST IN PLACE CONCRETE CONSTRUCTION. WALL THICKNESS & STEEL SAME AS USED FOR SUPPORTING UNIT WALL. ECCENTRIC CONE MAY BE USED. * VARIES *5' -4" FOR 54" PIPE h 6' -0" FOR ALL OTHER SIZES _ - - -- #5 BARS CONCRETE SLAB REINFORCEMENT VARIES T t 2'_ DOWELS 18" O.C. -8" FOR 54" DIA. 12" FOR ALL OTHER 4'' .- 0 ., ` . \ PIPE SIZES r VARIES BEND PIPE 54" MIN. DIA. ,` STEEL INTO RISER REINF. CONC. INLET OR MANHOLE ON PRECAST CONCRETE RISER z )NAL REI or+rxJ IN TOP Z MANHOLE TOP SLAB PLAN (FOR MANHOLE) 420 S U.S. FOUNDRY RING & COVER (OR APPROVED EQUAL) GROUT -y/'/_f�-_ CATCH BASIN TOP SLAB PLAN (FOR CATCH BASIN IN VALLEY GUTTER 5112 -6143 IN ASPHALT 4155 -6210 IN F -CURB 5130 -6188) U.S. FOUNDRY FRAME & GRATE (OR APPROVED EQUAL) BRICK TO GRADE (2 MIN - 4 MAX) r. VARIES V) W 1 ADDITIONAL HOLES FOR PIPING REINFORCING ( SHALL BE MINIMUM 6" LARGER THAN PIPE O.D. AND SHALL BE CAST AT °O TIME OF FABRICATION 3/4" WASHED ROCK (ALL FDOT TYPE STRUCTURES ARE APPROVED.) PRECAST CATCH BASIN AND MANHOLE DETAIL FINISHED GRADE r!` N " BACKFILL PLACED AND COMPACTED; w FOR COMPACTION IN TRAFFIC AREA, �y SEE ROADWAY SPECIFICATIONS, AND > 90% MAX. DENSITY IN NON TRAFFIC AREA 6" MAXIMUM SIZE, IN 12" LIFTS. NO CONCRETE SLAB CAST IRON H -20 RATED GRATE I- 12" INLINE DRAIN CAST IRON H -20 RATED GRATE \-BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321 BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED 12" DRAIN BASIN NO CONCRETE SLAB REQUIRED -ILL MATERIAL SHALL BE HED STONE OR GRAVEL ZIAL MEETING CLASS 1 OR 2 :1ECIFIED IN ASTM D2321 �.. .., -ILL MATERIAL SHALL BE 18" DRAIN BASIN PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED f t i DESIGNED i DATE I APPROVED: RONNIE S. NAVARRO, P.E. '; SCALE SHEET Calvin, Gionhno A>fsocref, Inc. CITY OF SUNNY ISLES BEACH FL FLORIDA REGISTRATION No, 67642 ; __- ____ __ - - - - - - - -- t -- - -- - - -- __ DRAWN N .T. S . I Flamer: DRAINAGE DETAILS - - j 1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY PR o5 N4893 C20 - BACKFILL PLACED AND COMPACTED TO t; _ CHECKED Fort Lauderdale, Florida 33318 _._ _ - - -- 21.8807 CAD FILE 2A 90% MAX. DENSITY. C? o _ AND UTILITY IMPROVEMENTS NO DATE REVISION BY NO DATE REVISION BEDDING MATERIAL Certificate of thorl anon 514 DATE. 05- 4863- C- DTLS.DWG OF MAX. WATER LEVEL PERMITTED DURING 12" PIPE -0. 12" UNDISTURBED STABLE NOTES: CONSTRUCTION MAX. D.- MAX. ROCK OR MATERIAL 1. WHERE SOIL CONDITION CANNOT BE MAINTAINED AS SHOWN 6. BACKFILL MATERIAL SHALL BE NON- COHESIVE AND NON - ABOVE, PROVIDE APPROVED MEANS OF CONSTRUCTION. PLASTIC SOIL THAT IS FREE OF ALL DEBRIS, LUMPS, WOOD 2. WHERE REQUIRED SHEETING AND SHORING SHALL BE IN BROKEN PAVING OR ANY ORGANIC OR UNSUITABLE MATERIAL. ACCORDANCE WITH THE LOCAL GOVERNMENTAL AGENCY. BACKFILL MATERIAL PLACED WITHIN 12" OF THE PIPE SHALL CONTAIN NO ROCKS OR STONES LARGER THAN 3 -1/2" INCHES 3. MUCK OR OTHER UNSUITABLE MATERIAL SHALL BE IN DIAMETER. NO ROCKS OR STONES LARGER THAN 6" IN COMPLETELY REMOVED. DIAMETER WILL BE PERMITTED IN THE REMAINING BACKFILL 4. WHEN THE PIPE IS LAID IN THE PREPARED TRENCH, TRUE UNLESS OTHERWISE SPECIFIED. TO LINE AND GRADE, THE PIPE BARREL SHALL RECEIVE 7. TRENCH BACKFILL SHALL BE COMPACTED TO NOT LESS THAN CONTINUOUS UNIFORM SUPPORT. WHERE NECESSARY, 90 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BY COURSE SAND, PEA ROCK OR 3/4" LIMESTONE GRAVEL AASHTO T -180. BACKFILL AND COMPACTION SHALL BE IN SHALL BE USED TO PROVIDE UNIFORM BEDDING. ACCORDANCE TO THE STANDARD ENGINEERING DESIGN 5. JOINTS MAY BE REQUIRED TO BE WRAPPED AT THE REQUIRED BY THE LOCAL GOVERNMENTAL AGENCY. DISCRETION OF THE DISTRICT AND THE SITE CONDITIONS. TRENCH EXCAVATION DETAIL NO CONCRETE SLAB CAST IRON H -20 RATED GRATE I- 12" INLINE DRAIN CAST IRON H -20 RATED GRATE \-BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321 BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED 12" DRAIN BASIN NO CONCRETE SLAB REQUIRED -ILL MATERIAL SHALL BE HED STONE OR GRAVEL ZIAL MEETING CLASS 1 OR 2 :1ECIFIED IN ASTM D2321 �.. .., -ILL MATERIAL SHALL BE 18" DRAIN BASIN PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED f t i DESIGNED i DATE I APPROVED: RONNIE S. NAVARRO, P.E. '; SCALE SHEET Calvin, Gionhno A>fsocref, Inc. CITY OF SUNNY ISLES BEACH FL FLORIDA REGISTRATION No, 67642 ; __- ____ __ - - - - - - - -- t -- - -- - - -- __ DRAWN N .T. S . I Flamer: DRAINAGE DETAILS - - j 1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY PR o5 N4893 C20 - DATE , _ CHECKED Fort Lauderdale, Florida 33318 _._ _ - - -- 21.8807 CAD FILE 2A - - AND UTILITY IMPROVEMENTS NO DATE REVISION BY NO DATE REVISION BY DATE Certificate of thorl anon 514 DATE. 05- 4863- C- DTLS.DWG OF