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HomeMy WebLinkAboutDrainage Details4. Open orifice area in screen system 3.80 sq.ft. + 1. INFLOW AND OUTFLOW PIPES with 75% blockage HINGED ARE TO BE FLUSH WITH THE g + + INSIDE SURFACE OF THE 11 THICK SUB -BASE 5. Minimum by-pass through screen system 3.80 sq.ft. +++++ CONCRETE STRUCTURE. (CAN NOT 12" MIN PIPE COVER below the ceiling of the pipe _ _ INTRUDE BEYOND FLUSH) 6. Minimum by-pass around screen system 5.87 sq.ft. PPNT 24 RCP below the ceilingof the pipe ++ ++ z. INVERT OF OUTFLOW PIPE + 4+ SHOULD BE EVEN WITH THE TOP 7. Screen system storage volume 22.86 cu.ft. + + + OF THE BAFFLES. 24" RCP TYP. +++ ++.+ 7 3. BAFFLES SHOULD BE SEALED 61" TOP VIEW TOP VIEW SEDIMENT STORAGE: WITH GROUT. 8. Volume of first sediment chamber 66.60 cu.ft. GROUT TYP 9. Volume of second sediment chamber 51.66 cu.ft. 4. THE BOTTOM OF THE SKIMMER #5 BARS WITH SHOULD BE 6" BELOW THE INVERT LONGITUDINAL #4 BARS TOP & ,� '� 10. Volume of third sediment chamber 73.33 cu.ft. #5 BAR EACH HOOKS, 6 C.C. TURBULENCE OF THE OUTFLOW PIPE. ENTERLINE CORNER BOTTOM BOTTOM 11. Total sediment volume 196.60 cu.ft. DEFLECTORS UPFLOW FILTER #5 BARS WITH A FRAM #4 BARS 5. INVERT OF THE INFLOW PIPE _ POSITION ��-- - �� 28 X 73 X 23 TALL WITH BOLD AND GOLD sxouLD NOT BE BELOW THE HOOKS, 4" + - 1�-t� #4 BARS WITH �Q r�C4"0 �0 Q Q �0 L NOTE: SCREEN SYSTEM WITH MEDIA FILTER INVERT of THE OUTFLOW PIPE. C.C. BOTTOM A A -�� T= HOOKS, 4 C.C. 4 SIDES g --- \+t j g BOTTOM CLEVELAND REQUIRES HINGED LIDS �� 3/4" DIA BEDDING ROCK WASHINGTON 1 1 / 22 #4 BARS OR PEA ROCK WHERE 30 RCP AND BOX PLAN VIEW TOP VIEW - ti,# I� II #4 BARS, TOP CONDITIONS REQUIRE &BOTTOM CLEVELAND 22 GRATE ELEV. OPENING x CLOSED - #4 BARS (12" & 4 PIPE UNDER ASPHALT 8-7/8„ 2" 1-314'. 22"� CENTERED STIRRUPS 24" LEGS) SAME CD -2 SCALE: N.T.S. II ��11 I�1 14 8" C.C. OPPOSITE 76 5 114" #4 BARS HYDRAULIC CONTINUOUS OR GRADE LINE 1s-1rr�19-112'� 12" RETURN LAPS 73 20 20 so 22-114° �22-1/4°- -I CONCRETEMZKXJ 49BRICK GRATE ELEV. 23 I-�-3s� 24 24 24 ►1 1-36 4g ILo - LONGITUDINAL 7 3 WHIN. 7 TRANSVERSE © $ SECTION Lorr w SECTION MODIFIED MIAMI CURB~ OPTIONALKEY OPTIONALKEY•• t + 036 INLET GRATE (IN LIED OF DOWELS) IN LIED OF DOWELS) ++-L+2++ t + ++ -28� TYPED' BOX TYPED' BOX t TRANS. TRANS. EDGE OF CURB BOTTOM OR RISER SEE NOTE 6 BELOW BOTTOM ORRISER 48 412 024------_.... -- �- GUTTER FLOW LINE SECTION AA SECTION BB FLOW 41 1 48 2 SPREADER FL0 CURB PLAN & TRANSITION NOTES: 1. THE INLET GRATE IS SUITABLE FOR PEDESTRIAN AND BICYCLE TRAFFIC.To iz GRAVEL BEDDING FOR INVERT 2. INLET TO BE LOCATED OUTSIDE PEDESTRIAN CROSSWALK WHERE PRACTICAL. 5'-0" 4 a LEVELu4G . " THICK FIBER y '� � � � ` 1 TBA 48 3. FOR STRUCTURE BOTTOMS SEE F.D.O.T. INDEX NO. 232 AND INDEX NO. 201 REINFORCED 4. ALL STEEL IN SLAB TOPS SHALL HAVE 1-1/4" MINIMUM COVER UNLESS OTHERWISE SHOWN CONCRETE SIDEWALK TOPS SHALL BE EITHER CAST -IN-PLACE OR PRECAST CONCRETE. -i : Notes: REAR VIEW 5. FRAME MAY BE ADJUSTED WITH ONE TO SIX COURSES OF BRICK. MIAMI CURB 6. INLET AND GRATE DETAIL SHOWN IS U.S. FOUNDRY 5105 WITH APPROXIMATELY EQUAL 6" THICK COMPACTED BASE LBR 40, 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH COMPACTED TO 98%%% AASHTO T180 fc-5,000 PSI. ' 6"T,012".GRAVEL FOR LEVELING 8 OPENINGS WILL BE PERMITTED THAT SATISFY AASHTO H-20, LOADING INLET AND GRATE 12" MIN PIPE COVER 2. REINFORCING: ASTM A-615, GRADE 60. CORDANCE WITH ASTM A 48 ICATED 1 _ X SECTION �11 " Ctrs rs MAX SPACING BARS WWF NUTRII,;NT SEPARATING BAFFLE BOXTIM NOTE: TYPE "9" CURE % INLET - SEE FDOT STANDARD PLAN INDEX #214 TYP. STATIC WATE LEVEL ' 24" RCP OUTSIDE FOR DETAILS AND CfzOSS SECTIONS 2 MIAMI CURB INLET AND GRATE MODEL NO: NSBB-5-10-100 APPROX TYPE 191 CURB INLET FLOW & BY-PASS 5" � 5. SEPARAT NG SCREEN SYSTEM,ATIONS SE IMENTR COLOLECTION ROUND RISE'B' CD -2 SCALE: N.T.S. FDOT INDEX#:214 LENGHT'A' CHAMBERS, AND SKIMMER SPECIFICATIONS 24" X 36" HATCHES HYDROCARBON 5'-0" 1. Pipe inflow area (Drawn as 24" RCP) 3.14 sq.ft. CAST INTO THE CONCRETE ABSORPTION BOOM TYPE SP -9.5 . 18 �/8" 29 %a" FLUSH WITH THE INSIDE SURFACE OF ASPHALT PAVEMENT SCREEN SPECIFICATIONS: „ 4 BAFFLE TYP FLOATING SKIMMER (SKIMBOSST�) 1 �, 1 /a T THE CONCRETE STRUCTURE. (CAN NO 15 c f s 2. Open orifice area in screen system 15.92 sq.ft. ` `r 4"'r `r 4g 8" THICK COMPACTED BASE LBR 40, 3. Open orifice area in screen system 7.96 sq.ft. 5'-1" Precast INSTALLATION NOTES: COMPACTED TO 98%%% AASHTO T180 with 50% blockage SCREENED BOTT0IVIS cc t6 L5 4. Open orifice area in screen system 3.80 sq.ft. + 1. INFLOW AND OUTFLOW PIPES with 75% blockage HINGED ARE TO BE FLUSH WITH THE g + + INSIDE SURFACE OF THE 11 THICK SUB -BASE 5. Minimum by-pass through screen system 3.80 sq.ft. +++++ CONCRETE STRUCTURE. (CAN NOT 12" MIN PIPE COVER below the ceiling of the pipe _ _ INTRUDE BEYOND FLUSH) 6. Minimum by-pass around screen system 5.87 sq.ft. PPNT 24 RCP below the ceilingof the pipe ++ ++ z. INVERT OF OUTFLOW PIPE + 4+ SHOULD BE EVEN WITH THE TOP 7. Screen system storage volume 22.86 cu.ft. + + + OF THE BAFFLES. 24" RCP TYP. +++ ++.+ 7 3. BAFFLES SHOULD BE SEALED 61" TOP VIEW TOP VIEW SEDIMENT STORAGE: WITH GROUT. 8. Volume of first sediment chamber 66.60 cu.ft. GROUT TYP 9. Volume of second sediment chamber 51.66 cu.ft. 4. THE BOTTOM OF THE SKIMMER #5 BARS WITH SHOULD BE 6" BELOW THE INVERT LONGITUDINAL #4 BARS TOP & ,� '� 10. Volume of third sediment chamber 73.33 cu.ft. #5 BAR EACH HOOKS, 6 C.C. TURBULENCE OF THE OUTFLOW PIPE. ENTERLINE CORNER BOTTOM BOTTOM 11. Total sediment volume 196.60 cu.ft. DEFLECTORS UPFLOW FILTER #5 BARS WITH A FRAM #4 BARS 5. INVERT OF THE INFLOW PIPE _ POSITION ��-- - �� 28 X 73 X 23 TALL WITH BOLD AND GOLD sxouLD NOT BE BELOW THE HOOKS, 4" + - 1�-t� #4 BARS WITH �Q r�C4"0 �0 Q Q �0 L NOTE: SCREEN SYSTEM WITH MEDIA FILTER INVERT of THE OUTFLOW PIPE. C.C. BOTTOM A A -�� T= HOOKS, 4 C.C. 4 SIDES g --- \+t j g BOTTOM CLEVELAND REQUIRES HINGED LIDS �� 3/4" DIA BEDDING ROCK WASHINGTON 1 1 / 22 #4 BARS OR PEA ROCK WHERE 30 RCP AND BOX PLAN VIEW TOP VIEW - ti,# I� II #4 BARS, TOP CONDITIONS REQUIRE &BOTTOM CLEVELAND 22 GRATE ELEV. OPENING x CLOSED - #4 BARS (12" & 4 PIPE UNDER ASPHALT 8-7/8„ 2" 1-314'. 22"� CENTERED STIRRUPS 24" LEGS) SAME CD -2 SCALE: N.T.S. II ��11 I�1 14 8" C.C. OPPOSITE 76 5 114" #4 BARS HYDRAULIC CONTINUOUS OR GRADE LINE 1s-1rr�19-112'� 12" RETURN LAPS 73 20 20 so 22-114° �22-1/4°- -I CONCRETEMZKXJ 49BRICK GRATE ELEV. 23 I-�-3s� 24 24 24 ►1 1-36 4g ILo - LONGITUDINAL 7 3 WHIN. 7 TRANSVERSE © $ SECTION Lorr w SECTION MODIFIED MIAMI CURB~ OPTIONALKEY OPTIONALKEY•• t + 036 INLET GRATE (IN LIED OF DOWELS) IN LIED OF DOWELS) ++-L+2++ t + ++ -28� TYPED' BOX TYPED' BOX t TRANS. TRANS. EDGE OF CURB BOTTOM OR RISER SEE NOTE 6 BELOW BOTTOM ORRISER 48 412 024------_.... -- �- GUTTER FLOW LINE SECTION AA SECTION BB FLOW 41 1 48 2 SPREADER FL0 CURB PLAN & TRANSITION NOTES: 1. THE INLET GRATE IS SUITABLE FOR PEDESTRIAN AND BICYCLE TRAFFIC.To iz GRAVEL BEDDING FOR INVERT 2. INLET TO BE LOCATED OUTSIDE PEDESTRIAN CROSSWALK WHERE PRACTICAL. 5'-0" 4 a LEVELu4G . " THICK FIBER y '� � � � ` 1 TBA 48 3. FOR STRUCTURE BOTTOMS SEE F.D.O.T. INDEX NO. 232 AND INDEX NO. 201 REINFORCED 4. ALL STEEL IN SLAB TOPS SHALL HAVE 1-1/4" MINIMUM COVER UNLESS OTHERWISE SHOWN CONCRETE SIDEWALK TOPS SHALL BE EITHER CAST -IN-PLACE OR PRECAST CONCRETE. -i : Notes: REAR VIEW 5. FRAME MAY BE ADJUSTED WITH ONE TO SIX COURSES OF BRICK. MIAMI CURB 6. INLET AND GRATE DETAIL SHOWN IS U.S. FOUNDRY 5105 WITH APPROXIMATELY EQUAL 6" THICK COMPACTED BASE LBR 40, 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH COMPACTED TO 98%%% AASHTO T180 fc-5,000 PSI. ' 6"T,012".GRAVEL FOR LEVELING 8 OPENINGS WILL BE PERMITTED THAT SATISFY AASHTO H-20, LOADING INLET AND GRATE 12" MIN PIPE COVER 2. REINFORCING: ASTM A-615, GRADE 60. CORDANCE WITH ASTM A 48 ICATED 1 _ X SECTION �11 " Ctrs rs MAX SPACING BARS WWF + ++ + + + 000 EQUIV. TYP. STATIC WATE LEVEL ' 24" RCP OUTSIDE BY AASHTO. 142 2 MIAMI CURB INLET AND GRATE G APPROX 4. 4 4 40�-3147 126 5" � 5. ALL WALLS, TOP, AND BOTTOM ARE 8" ROUND RISE'B' SPAN LENGHT'A' HEIGHT'C' THICK. LENTH'E' • ' A.S.'H' 6. INFLOW AND OUTFLOW PIPES ARE TO BE TREATMENT DESIGN FLOW 001 4. Open orifice area in screen system 3.80 sq.ft. + 1. INFLOW AND OUTFLOW PIPES with 75% blockage HINGED ARE TO BE FLUSH WITH THE g + + INSIDE SURFACE OF THE 11 THICK SUB -BASE 5. Minimum by-pass through screen system 3.80 sq.ft. +++++ CONCRETE STRUCTURE. (CAN NOT 12" MIN PIPE COVER below the ceiling of the pipe _ _ INTRUDE BEYOND FLUSH) 6. Minimum by-pass around screen system 5.87 sq.ft. PPNT 24 RCP below the ceilingof the pipe ++ ++ z. INVERT OF OUTFLOW PIPE + 4+ SHOULD BE EVEN WITH THE TOP 7. Screen system storage volume 22.86 cu.ft. + + + OF THE BAFFLES. 24" RCP TYP. +++ ++.+ 7 3. BAFFLES SHOULD BE SEALED 61" TOP VIEW TOP VIEW SEDIMENT STORAGE: WITH GROUT. 8. Volume of first sediment chamber 66.60 cu.ft. GROUT TYP 9. Volume of second sediment chamber 51.66 cu.ft. 4. THE BOTTOM OF THE SKIMMER #5 BARS WITH SHOULD BE 6" BELOW THE INVERT LONGITUDINAL #4 BARS TOP & ,� '� 10. Volume of third sediment chamber 73.33 cu.ft. #5 BAR EACH HOOKS, 6 C.C. TURBULENCE OF THE OUTFLOW PIPE. ENTERLINE CORNER BOTTOM BOTTOM 11. Total sediment volume 196.60 cu.ft. DEFLECTORS UPFLOW FILTER #5 BARS WITH A FRAM #4 BARS 5. INVERT OF THE INFLOW PIPE _ POSITION ��-- - �� 28 X 73 X 23 TALL WITH BOLD AND GOLD sxouLD NOT BE BELOW THE HOOKS, 4" + - 1�-t� #4 BARS WITH �Q r�C4"0 �0 Q Q �0 L NOTE: SCREEN SYSTEM WITH MEDIA FILTER INVERT of THE OUTFLOW PIPE. C.C. BOTTOM A A -�� T= HOOKS, 4 C.C. 4 SIDES g --- \+t j g BOTTOM CLEVELAND REQUIRES HINGED LIDS �� 3/4" DIA BEDDING ROCK WASHINGTON 1 1 / 22 #4 BARS OR PEA ROCK WHERE 30 RCP AND BOX PLAN VIEW TOP VIEW - ti,# I� II #4 BARS, TOP CONDITIONS REQUIRE &BOTTOM CLEVELAND 22 GRATE ELEV. OPENING x CLOSED - #4 BARS (12" & 4 PIPE UNDER ASPHALT 8-7/8„ 2" 1-314'. 22"� CENTERED STIRRUPS 24" LEGS) SAME CD -2 SCALE: N.T.S. II ��11 I�1 14 8" C.C. OPPOSITE 76 5 114" #4 BARS HYDRAULIC CONTINUOUS OR GRADE LINE 1s-1rr�19-112'� 12" RETURN LAPS 73 20 20 so 22-114° �22-1/4°- -I CONCRETEMZKXJ 49BRICK GRATE ELEV. 23 I-�-3s� 24 24 24 ►1 1-36 4g ILo - LONGITUDINAL 7 3 WHIN. 7 TRANSVERSE © $ SECTION Lorr w SECTION MODIFIED MIAMI CURB~ OPTIONALKEY OPTIONALKEY•• t + 036 INLET GRATE (IN LIED OF DOWELS) IN LIED OF DOWELS) ++-L+2++ t + ++ -28� TYPED' BOX TYPED' BOX t TRANS. TRANS. EDGE OF CURB BOTTOM OR RISER SEE NOTE 6 BELOW BOTTOM ORRISER 48 412 024------_.... -- �- GUTTER FLOW LINE SECTION AA SECTION BB FLOW 41 1 48 2 SPREADER FL0 CURB PLAN & TRANSITION NOTES: 1. THE INLET GRATE IS SUITABLE FOR PEDESTRIAN AND BICYCLE TRAFFIC.To iz GRAVEL BEDDING FOR INVERT 2. INLET TO BE LOCATED OUTSIDE PEDESTRIAN CROSSWALK WHERE PRACTICAL. 5'-0" 4 a LEVELu4G . " THICK FIBER y '� � � � ` 1 TBA 48 3. FOR STRUCTURE BOTTOMS SEE F.D.O.T. INDEX NO. 232 AND INDEX NO. 201 REINFORCED 4. ALL STEEL IN SLAB TOPS SHALL HAVE 1-1/4" MINIMUM COVER UNLESS OTHERWISE SHOWN CONCRETE SIDEWALK TOPS SHALL BE EITHER CAST -IN-PLACE OR PRECAST CONCRETE. -i : Notes: REAR VIEW 5. FRAME MAY BE ADJUSTED WITH ONE TO SIX COURSES OF BRICK. MIAMI CURB 6. INLET AND GRATE DETAIL SHOWN IS U.S. FOUNDRY 5105 WITH APPROXIMATELY EQUAL 6" THICK COMPACTED BASE LBR 40, 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH COMPACTED TO 98%%% AASHTO T180 fc-5,000 PSI. ' 6"T,012".GRAVEL FOR LEVELING 8 OPENINGS WILL BE PERMITTED THAT SATISFY AASHTO H-20, LOADING INLET AND GRATE 12" MIN PIPE COVER 2. REINFORCING: ASTM A-615, GRADE 60. CORDANCE WITH ASTM A 48 ICATED 1 _ X SECTION �11 " Ctrs rs MAX SPACING BARS WWF + ++ + + + 000 EQUIV. TYP. STATIC WATE LEVEL ' 24" RCP OUTSIDE BY AASHTO. 142 2 MIAMI CURB INLET AND GRATE G APPROX 4. 4 4 40�-3147 126 03 024 LO 100 116 INVERT 48 TBA SLOPED BOTTOM FOR EASY SERVICING 8 6"T012 GRAVEL FOR LEVELING ' RIGHT END VIEW SHALL BE LASS 30 CASTINGS IN AC SECTION �11 " Ctrs rs MAX SPACING BARS WWF 3. SUPPORTS AN H2O LOADING AS IN LEFT END VIEW EQUIV. TYP. TYP. ' 24" RCP OUTSIDE BY AASHTO. 142 2 MIAMI CURB INLET AND GRATE G APPROX 4. JOINT SEALANT: BUTYL RUBBER SS -S-00210 FRONT VIEW CD -2 SCALE: N.T.S. 5" � 5. ALL WALLS, TOP, AND BOTTOM ARE 8" ROUND RISE'B' SPAN LENGHT'A' HEIGHT'C' THICK. LENTH'E' • ' A.S.'H' 6. INFLOW AND OUTFLOW PIPES ARE TO BE TREATMENT DESIGN FLOW 19x30 . 18 �/8" 29 %a" FLUSH WITH THE INSIDE SURFACE OF s �� 25 /8 1 2 /a • 1 �, 1 /a T THE CONCRETE STRUCTURE. (CAN NO 15 c f s 5'-5" C -I -P ` `r 4"'r `r �• ` r`r ` `I INTRUDE BEYOND FLUSH) 5'-1" Precast r 7• HINGED LIDS FOR THE SCREEN SYSTEM ARE00 PEAK DESIGN FLOW cc t6 L5 3/a" DIA BEDDING ROCK AVAILABLE UPON REQUEST. WILL BE BASED ON SITE SPECIFIC a 8' 4'-1" 8" C -I -P OR PEA ROCK WHERE 6' 4'-1" 6" Precast CONDITIONS REQUIRE 8. BAFFLES WILL BE SEALED WITH GROUT TO CRITERIA FORM THREE WATER TIGHT CHAMBERS. M --- - 5 PIPE UNDER SIDEWALK/MIAMI CURB co 24' 211 4 C -2 SCALE: N.T.S. ao iD C -I -P Center Of Box Precast PLAN Location Reference 5%" C -I -P 5'-5" C -I -P 5'-1 Precast 5%" C -I -P 7 BAFFLE BOX 33/4' Precast 4'-1" 33/4" Precast CD -2 SCALE: N.T.S. Grate o- CU 3„ X CI. Eye Bolt CL Horz. Wall See Index 201 p (See Table 2) #4 Bars NOTE: PIPE DIMENSIONS N v @ 12" Ctrs. 1. USE JOELSON HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE (ERCP) D FOR ERCP. 2. USE JOELSON JOINT CONNECTION _ 00 i.4 � � NATURAL GROUND/ #4 Bars A S 0 1 L PIPE JOINT AND DATA ASTM C-507 I 5t, HtUULtJ ( 1 HCSLC LJ •' WALL DEPTH SCHEDULE SECTION �11 " Ctrs rs MAX SPACING BARS WWF U-6' Al2 0.20 EQUIV. TYP. TYP. LAYING OUTSIDE WALL GROVE F G APPROX APPROX 0.24 5 %2" 5" 1 � SIZE ROUND RISE'B' SPAN LENGHT'A' HEIGHT'C' THICKNESS'D' LENTH'E' A.S.'H' WEIGHT/FOOT 19x30 24" 18 �/8" 29 %a" 96" s �� 25 /8 1 2 /a 1 �, 3 /a � 1.544' 1 �, 1 /a 1 /a 300 HORIZONTAL WALL REINFORCING _...._�, � I 5t, HtUULtJ ( 1 HCSLC LJ •' WALL DEPTH SCHEDULE AREA (in .2/ft.) MAX SPACING BARS WWF U-6' Al2 0.20 12" 8" 6'-10' A6 0.20 6" 5" 10'-13' A4 0.20 4" 3" 10'-15' B5.5 0.24 5 %2" 5" 24" RCP ERCP PIPE DETAIL s CD -2 SCALE: N.T.S. 4,, r r r r r Recommended Maximum Pipe Size: 3'-1 " Wall - 24" Pipe 3/a" DIA BEDDING ROCK OR PEA ROCK WHERE 4'-1" Wall - 36" Pipe CONDITIONS REQUIRE rT"' TYPE "D" CATCH BASIN 6 PIPE UNDER SOIL \\\\\�,,�,I,,���'/ CD -2 SCALE: N.T.S. FDOT INDEX#:232 �-2 SCALE. N.T.S. \�� \4, �T� No. 6673 m r � ;*s - WORKING NUMBER: NOTICE TO DRAWING HOLDER REVISIONS DRAWING INFORMATION =_�13', STATE OF ' NS.08024.017 DO NOT oCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE 48 HOURS BEFORE DIGGING NO, DATE BY DESCRIPTION FILENAME: PRESIDENT STREETS HEEL -SCHAFFER DRAINAGE DETAILS ® DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CALL TOLL FREE CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC, HEREINAFTER 1 10/18/12 LG/MS OFFICE QA/QC SCALE: NTS SOLUTIONS YOU CAN BUILD UPON NAL ��'�� REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO SURVEYED BY: PRESIDENTIAL STREET IMPROVEMENTS THE OWNER FOR USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED SHEET NUMB 1-800-4324770 ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DSGN: FTW DATE: 05/02/2011 2925B 20th Street, Vero Beach, DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL SUNSHINE STATE ONE CALL DRWN: MDS/LGM DATE: 11/21/2013 SEBASTIAN, FLORIDA AND THE REUSER SHALL INDEMNIFY AND HOLD Florida 32960 PH: (772) 770-4707C D-2 BE AT THE REUSER'S SOLE RISKA OF FLORIDA, INC. CHKD: FTW DATE: 11/21/2013 HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, FAX: 772 770-4640 CA00008556 FRANK/T..O. 6673 BE, P.E. INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. QA/QC: FTW DATE: 11/21/2013 ` FL. REG. NO. 66735