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I I L-- -.. __—___—._. _ _ I "1 I 1 _ I _ _. _ -- If _ I 1 II I 1 <br />A B C I D I E I F I G H I I I J <br />GENERAL NOTES: <br />i <br />`\ 83 — <br />2 _ <br />GIB <br />f <br />o F-: \� <br />o uj f — SF SF SF — <br />LLJ <br />0Q 1 <br />a a °F T a <br />u. co 3 — <br />02 <br />\ — <br />o � <br />co <br />a \ <br />w Of \ I INV. 78.30 4 <br />w 8 <br />cl) l <br />z Z\ 9 INV. 7 <br />0 0 '\ \ J f ' N: 141 <br />w � .� i ) ° E: 60 <br />it 0 \ I� 113 <br />Z 4 C \ <br />m f ` <br />of <br />11 0 <br />uj <br />M 0 / �. / 12 <br />w EX. FES I� <br />cn O INV. 77.08 > - i D ® <br />� ulilil <br />Ow0 <br />O C-) I 1 INV. 77. <br />l TOP: 8: <br />W 1 I II INV. IN <br />w o �, ! INV. Ol <br />W 5 �� li <br />»1 \ <br />w 0 <br />Z 0 <br />z \ I <br />0 Q <br />z <br />A t � t4� <br />Lu� <br />�f <br />=- <br />w <br />zo 6 <br />w= om - — <br />J <br />fx co <br />J % <br />W <br />w w <br />D <br />LL <br />Lu U _ <br />a <br />Z —8%— <br />Q <br />a \\ - <br />w <br />w N _ <br />U w- 7 ° 10 <br />vwi� \ <br />LL Q <br />OF- 0 z -� a <br />w c_n <br />U0 <br />Z� <br />Z w <br />Q= <br />�o <br />�z <br />Q O <br />z <br />O <br />Uzi~ <br />z 8 <br />o <br />U cr <br />ZO <br />O <br />wo <br />W� <br />J <br />w U <br />w t: <br />0 <br />=O <br />O� <br />y. w <br />Z U <br />¢UJ <br />w <br />0 re <br />a� <br />Z O <br />�Q- 9 <br />� W <br />10 <br />mil <br />E <br />2 <br />ISSUED FOR CONSTRUCTION <br />07/15/22 <br />TJS <br />ACS <br />GEL <br />JPRH <br />AJD <br />1 <br />ISSUED FOR PERMIT <br />06/24/22 <br />TJS <br />ACS <br />GEL <br />JRPH <br />AJD <br />0 <br />ISSUED FOR PERMIT <br />05/26/22 <br />TJS <br />ACS <br />GEL <br />JPRH <br />AJD <br />REV <br />REVISION DESCRIPTION <br />DATE <br />DRWN <br />DSGN <br />CHKD <br />QC <br />APPD <br />ALSTON AVE <br />OD <br />v- <br />SF SF SF SF SF F S0*0 <br />SF, <br />GRADING, DRAINAGE AND <br />EROSION CONTROL PLAN - WAREHOUSE EXPANSION <br />SCALE: 1" = 20' <br />REF. DWG. NO <br />REFERENCE DRAWING TITLE <br />>> ri <br />0, <br />�'. STATE OF r tj/ ;z <br />`� <br />1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS <br />AND ABBREVIATIONS. <br />2. ALL DIMENSIONS AND POINTS ARE AT FACE OF CURB (GUTTER FLOW LINE) <br />OR FACE OF WALL OR STRUCTURE UNLESS OTHERWISE NOTED. ALL <br />ELEVATIONS PROVIDED ARE TO PROPOSED GRADE OR EARTHEN GRADE. <br />REFER TO PLANS FOR FINISHED FLOOR OR TOP OF CONCRETE ELEVATIONS <br />ON STRUCTURES. <br />KEYNOTES 0 <br />1. TYPE E STORM DRAIN DROP INLET - SEE SHEET 6004-CD-00-003, DETAIL F5 <br />\` 2. STORM DRAIN FLARED END SECTION <br />\ 3. 217 LF OF 18" RCP - SEE SHEET 6004-CG-00-003 FOR PLAN AND PROFILE <br />.� .. d@ ®. <br />a\ g 4. ROOF DRAIN DOWNSPOUT INTO 8" PVC PIPE BELOW GRADE - SEE SHEET <br />a -CD-00-003, DETAIL A9 <br />/ °6004 <br />\ 5. 8" PVC ROOF DRAINAGE COLLECTION PIPE @ 1 % SLOPE <br />6. 10" PVC ROOF DRAINAGE COLLECTION PIPE @ 1 %SLOPE <br />\ 7. 8" CLEANOUT <br />\ 8. 10" CLEANOUT <br />\ 9. 450 PVC PIPE BEND <br />\ 10. TIE NEW ROOF DRAIN SYSTEM INTO EXISTING 10" ROOF DRAIN PIPE - SEE PLUMBING <br />\ PLANS <br />/ \ 11. EXISTING STORM OUTLET SUMP AREA <br />~\ 12. INLET PROTECTION - SEE SHEET 6004-CD-00-004, DETAIL A9 2 <br />13. SILT FENCE - SEE SHEET 6004-CD-00-004, DETAIL D9 <br />cn <br />\ 'TI <br />I <br />h <br />u- <br />1 � � <br />A13 \ <br />1 \ <br />LL <br />L \ <br />11 � — <br />\ S i <br />2 � <br />sF <br />EXISTING POND <br />14 <br />I _ <br />❑00 <br />V, VT oe Q MERRICK* <br />WHITING-TURNER000 <br />MERRICK PROJECT NO.: 3021600491 <br />CLIENT PROJECT NO.: SCALE: AS NOTED <br />KEY MAP <br />SCALE: NTS <br />N <br />0 20' 40' <br />SCALE: 1" = 20' <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />CIVIL <br />GRADING, DRAINAGE AND EROSION CONTROL PLAN <br />WAREHOUSE EXPANSION <br />REVISION: DRAWING NO.: SHEET NO.: <br />2 6004-CG-00-001 1 OF 1 <br />Ill <br />A I B I C I D I E I F I G ' H ' I ' J <br />