Laserfiche WebLink
• <br />0 <br />• <br />1 1 II I 1-___�.ac. ^L. <br />"1 11 I •" t / <br />1 1 1 1 I "IY.'('�1 .•...::-...':.. :.... ....1.. iy •.. yl: •h.C: ;::Yf:. <br />1 1 I I \ \ OF RAINAGE -'-- \ BR AKPOINT <br />\ \ \ \ \ \ ` ` <br />le <br />trA� A N� p A Ap /0 / \I \\\I '• 0 <br />/ / / / / 61 1 vt6 / / / / / b 0 <br />9` <br />0 <br />/i 1 <br />80 L.F IB" <br />CONC. PIPE <br />INV. EL <br />1483.80 <br />A. <br />• <br />I <br />I I <br />I I <br />11 <br />INV EL <br />148620 <br />SLOPE TO <br />NATURAL <br />GROUND <br />INV. EL <br />1486.15 <br />NV. El <br />484.20 <br />/ 32 L.F. 18" <br />8 CONC. PI PE <br />0e/•/ <br />t4 / // <br />P / <br />- <br />\ <br />BREAKPOINT\ \\\ \\ \' \ <br />yOD R.!.DRAINAGE ` \\\ \ \ 1\ \ <br />- ---••'+•..1..� \ \ SLOPE TO <br />'_•••:: NATURAL GROUND <br />: ; t •'Llt_i-9p L.b/_'"i..� w�_! Tom}' \, \ <br />INV.EL 14 IOQ1 �\ \ <br />oo <br />CI / /./ i .f.. %.--...�.\ I <br />r ./ <br />d•' 1 / <br />/ I <br />/ / I <br />9T+ <br />0 50 100 200 300 <br />SCALE IN FEET <br />NOTE: RIPRAP AREA WILL <br />BE CONSTRUCTED FOR <br />EACH OF THE THREE <br />DRAINAGE PIPES. <br />BREAKPOINT <br />\495_OF DRAINAGE <br />\ PE TO <br />- SLONATURAL GROUND <br />In <br />/;• <br />-271 <br />NATURAL DRAINAGE <br />TO MOON RIVER <br />jSLOPE 1 L I NATURAL GROUND <br />Ae/m I.1 1 m/ v <br />en <br />I._ <br />8 <br />I8"CONC. PIPE <br />1124 <br />P <br />AREA OF RIPRAP WITH <br />MINIMUM THICKNESS <br />OF MATERIAL TO <br />BE 6" <br />DETAIL OF OUTFALL APRON <br />SCALE: I" . 40" <br />LEGEND <br />LIMITS OF AREA TO BE SEEDED ALL <br />GRADED AREAS TO BE SEEDED. <br />AREA OF SEEDING • ( ) ACRES <br />SEE SPEC T-901. <br />AREA TO BE MULCHED ( ) ACRES <br />SEE SPEC T-908 <br />DRAINAGE FLOW DIRECTION. <br />9 <br />0 <br />NOTE: <br />SEE ENGINEER'S REPORT FOR DRAINAGE <br />COMPUTATIONS. <br />SPACE RESERVED FOR <br />NECESSARY APPROVALS <br />ENO <br />REVISION BYMIPP <br />CITY of AERVILLE <br />AERVILLE ,USA <br />DATE <br />AERVILLE MUNICIPAL AIRPORT <br />TURFING AND DRAINAGE <br />(CONSULTING FIRM) <br />DRAWN BY I CHECKED BY <br />SCALE I DATE IGB OF I I <br />