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-- 11 I II I --- -I - I I I I I S <br />i1 o LTJ14 D 16" 12„ GGQ 57., 10„ <br />'�� 1517 <br />6 „ <br />„ s1 <br />\� Dumpster 42» <br />17„ "12 " <br />%% \\ l F <br />e\ <br />` 32" <br />�: <br />came \ <br />L/f <br />\ \ 14 <br />7"W 12» <br />rPond <br />5,> 6» 6„ 8„ 811 o <br />\\ 14 12' <br />Pool <br />8Y, 9„ 141) t. <br />12 \ <br />\\\ �119" � TWI 0 o O � 12" A <br />» �10 "r Q Q 0 60" <br />%` \ \\ 12" TW Ica <br />17 <br />\ Pond 1 <br />8„ 9„ 10» 8„ <br />�\ \ 5 7 10 16 0 44" <br />12 0) <br />Pond ® 19„ � ;�•� <br />y <br />% <br />\ \ \ 12" 1 <br />1 \ \ 8 ' 693LFof2"drow ofSilt Fence ,- Wyyy_•.WvyW <br />/ n <br />V <br />�.� \ \ \ 1932" I WWW.y.`.'.`w`WW�yyyi+W-Wy <br />` \ \ \,\ \ 1 1 �� •48" y _ y y . . .wsr`L ID . W y _ <br />WWWWW_W.W.W.WW_WW_W_W=� <br />N <br />`\\ \ 19" \ 9" 66)) WWWWWWWWWWWWWWW_WWW_WWW 1 <br />12" � 16" •12" ®50 y <br />+� 66" <br />r 40 g„ 25" <br />® 8„ 24" TWIN 8 <br />. 1 <br />1�25pp <br />> %� \ \ \ 16 19 2 •24 � �y <br />} \\ \ ® 8 14 6 6 » 1 <br />m \ \ \\ II 35 1 1 ! 46 34 i <br />\ \ \ O 13" \— 3-2 <br />0 l \ <br />30' <br />00 13" *36" 1 <br />\ „ Lf <br />N \ \ / 7» 1 1 » +Ii 54► 48" » \ \ 8Al <br />24» <br />1 <br />26" 1 <br />♦ % \ \ 9„ TWIN 16)t 9" 24" <br />\ \\ �\ 10 <br />10" 33" <br />\ \ `t 8" TVL'IP1 023" <br />z° \ \ 8" TWIN 1 <br />042" 1 <br />027„ *300 18" <br />1" 8TWIN 1 <br />o `1j\. \ \ \ 030" 1 <br />\ 0 26" <br />\� \ \\ \� • 1 22" 36" 24" 1 <br />\ % <br />a \ \ \ 0528" 30" 1 1 0 4226"� �27" 27" 32 20 27„ 1 <br />`\ \ 027 <br />\ � %22»� 21 i " 22°} 16» 17" I <br />ti \0-, <br />\18 28" 24" & ® 45" 33„ i36" 013",r O \ '� 36» <br />\\ \ ti 8,> 17» 20„ 32"0 •38" 60"30" 25 �►t``' <br />€ %32 1311 0 18" 30» <br />° \ \ 20 » 02p y 21 " 1142 032 <br />®i91 <br />�\ `', 7 <br />015„ „ » <br />\ \ \ �® 12$' 8" 21 » 48 21 ► » <br />.� t \ �., ` „ 1136' 30" V 24" 25 TWIN <br />0 Frank Ripa t , \\ \\ 26 1 1 12 „ 18"* 021 „ <br />Member �\ \ 12 +r18 24 <br />\, 14 24 i 30 18 <br />King Investments, LLC. <br />\ \ \ \ 36's \ Ill 5" 7" 24" TWIN ®30" 34"0 17" <br />0 1409 Tech Boulevard, Suite 1 ` \\ 20" 7 23" 7" �► 36" TWIN 16 TWIN 24"* <br />T Tampa, Florida 33619 17 34 " 34 » "% 1 <br />Telephone: 813) 917-9518 ��\ \`\\ \ 7 52" 0 40" 20" 24'36 18 28' *24� s 30� <br />0 \ \ \ .,�'..o..r..wi.r�i..,.rrew.,.x..or,ew,r,r <br />N The owner/agent is aware of and must assure 13" 20" 20 20'20'�18 7" 2g" 17 TWIN 19" TWIN 18" <br />M maintenance of the erosion protection that is �% ` \\ \�% <br />associated with the project during construction <br />3 <br />v <br />Optional Post Positions <br />Filter Fabric (in <br />Conformance With <br />Sec. 985 FDOT Spec.) <br />Principle Post Position <br />(Canted 200 Toward Flow) <br />Filter Fabric <br />low <br />Operation & Maintenance Instructions for Construction <br />Surface Water Management System <br />1. Contractor is responsible for managing and implementing this Construction Surface <br />Water Management Plan and Stormwater Management System. <br />2. The installation of temporary erosion control barriers shall be coordinated with the <br />construction of the permanent erosion control features to the extent necessary to <br />assure economical, effective and continuous control of erosion and water pollution <br />throughout the life of the construction phase. <br />3. The type of erosion control barriers used shall be governed by the nature of the <br />construction operation and soil type that will be exposed. Silty and clayey material <br />usually require solid sediment barriers to prevent turbid water discharge, while sandy <br />material may need only silt screens or hay bales to prevent erosion. Floating turbidity <br />curtains shall be used in open water situations. Diversion ditches or swales may be <br />required to prevent turbid stormwater runoff from being discharged to wetlands or other <br />water bodies. It may be necessary to employ a combination of barriers, ditches and <br />other erosion / turbidity control measures if conditions warrant. <br />4. Where pumps are to be used to remove turbid waters from construction areas, the <br />water shall be treated prior to discharge. Treatment methods include and are not <br />limited to, turbid water being pumped into grassed swales or appropriate vegetated <br />areas, sediment basins, or confined by an appropriate enclosure such as turbidity <br />barriers, and kept confined until its turbidity level meets state water quality standards. <br />5. The contractor shall schedule his operations such that the area of unprotected erodible <br />earth exposed at any one time is not larger than the minimum area necessary for <br />efficient construction operations, and the duration of exposed, uncompleted construction <br />to the elements shall be as short as practicable. Clearing and grubbing shall be so <br />scheduled and performed that grading operations can follow immediately thereafter, <br />and grading operations shall be scheduled and performed that permanent erosion <br />control features can follow immediately thereafter if conditions on the project permit. <br />6. The contractor and/or owner's representative shall provide routine maintenance of <br />permanent and temporary erosion control features until the project is complete and all <br />bared soils are stabilized. <br />7. Silt fence shall be located at the perimeter of construction limits, locations as shown <br />hereon and at locations as defined by field conditions. <br />8. Inlet structures, pipes and stormwater basins shall be inspected for siltation <br />accumulation every six months (minimum). Accumulated silt (greater than 3 inches) <br />shall be removed. <br />9. Pond slopes to be sodded immediately upon establishment of finished pond stages. <br />10. All silt fences to be installed per the included details prior to any on -site clearing. <br />11. Where finished grade exceeds 4: 1, sod shall be fastened with wooden pegs spaced 3 <br />feet apart and driven flush with the surface of the sod. <br />12. Protection around inlets shall be provided in accordance with FDOT Index #102. <br />13. Hay bales shall be used to protect fill slopes in accordance with FDOT Index #102. <br />14. All demolition debris shall be removed from site and legally disposed of. <br />v v — — — — — <br />15. The soil erosion and sediment control devises shall be installed prior to construction, <br />maintained throughout construction and until site is permanently stabilized. <br />16. All sodded slopes over 4 to 1, shall be installed with sod pegs. <br />17. Any off site disturbance shall be restored to the pre or better condition. <br />D <br />1 Ditch <br />Ditch <br />NIIIIIIIIIIJIIIIIII IBIII JIIIIhIIJI� Anchor Bales With 2 - 2" x 2" x 4' <br />Stakes Per Bale. <br />DITCH BOTTOM INLET <br />HAY BALE PROTECTION AROUND INLETS <br />n .* <br />Sin Fence Protecton <br />Around Ditch Bottom Inlets <br />SILT FENCE APPLICATIONS <br />5 <br />Update per SWFWM <br />comments. <br />09/24/10 <br />4 <br />Added notes <br />15 through 17. <br />08/20/10 <br />3 <br />Update per new site <br />plan. <br />07/15/10 <br />2 <br />Update per SWFWMD <br />comments. <br />09/24/08 <br />1 <br />Per City comments. <br />05/08/08 <br />No. <br />Revisions <br />I Date <br />rn <br />ch <br />Go <br />3 <br />M <br />tt <br />c0 <br />p <br />a <br />c <br />0 <br />O <br />N <br />N <br />o <br />3 <br />� <br />Q <br />o <br />o <br />x <br />c0 <br />U- <br />0 <br />cc <br />a� <br />rn <br />E �. <br />U <br />� <br />8 <br />r <br />m <br />E-, <br />z <br />4)rn <br />v <br />r= <br />'i6 <br />W <br />'T <br />M <br />2 <br />� <br />ai rn <br />w <br />er=z <br />La <br />ui <br />a <br />c <br />`O <br />c <br />: <br />WCo <br />n o <br />u <br />LO <br />�' a <br />ca <br />C002 <br />a <br />0 <br />FM- <br />m <br />CU <br />C <br />O <br />N <br />LZ <br />E <br />O <br />c <br />cU <br />O <br />o <br />CU <br />0 <br />v <br />v <br />L <br />V <br />CD <br />L <br />0) <br />C <br />CU <br />CU <br />O <br />�C <br />U <br />D <br />E <br />L <br />O <br />fn <br />s <br />CL <br />N <br />O <br />O <br />O <br />U <br />J <br />U <br />c <br />O <br />U <br />il��n!R3,. JB <br />• •., -"` � wry <br />ivfi, Enoe&r - <br />rioi�,tA/qui@ - - <br />2(�.84 <br />Novernb� ;kiq� <br />Drawn: <br />YZY <br />Checked: <br />Scale: <br />1 "=60' <br />Dwg: 4MPs <br />Job No: <br />1372-10 <br />Sheet <br />Of 27 <br />8 <br />Sheets <br />