Laserfiche WebLink
00 <br />i <br />MANCJ-)J r S- r\7r <br />UNIT NO. J <br />EARTH SWALE COLLECTOR <br />S=.005 (TYPICAL) MIN <br />10' STORM <br />DRAIN EASEMENT <br />�k <br />EARTH SWALE L.F. = 6,000 SQ.FT. <br />S=0.005 MIN. <br />(TYPICAL) L - <br />EXISTING WELL <br />17S 10' STORM <br />�,s R=IppDRAIN EASEMENT <br />R <br />>F <br />0 O m <br />0 <br />(U <br />15.1 S,,� <br />O-; <br />60'\q.3� <br />p NRK 0J�0 1 .4 <br />61 <br />N <br />0 <br />115.1 <br />JMr' NCJ�J r� rA rr <br />UNIT 1\10. 2 <br />CONSTRUCT HEADWALL STRUCTURE <br />I2 ° INV. 109. (o SEE DETA/L le <br />5+86.96 112.07 TC <br />MATCH EXISTING <br />PAVEMENT GRADE <br />1416H PO/NT <br />30'5TORM DRAIN EASEMENT X <br />20' STORM DRAIN EASEMENT <br />L.F. = 8,000 SQ.FT.7 <br />L.F. = 8,000 SQ.FT. 5+43.46 FAGIN COURT <br />i= 1+00.00 RENEE AVE. <br />1.73TC / <br />j 5+03.92 <br />END TRANSITION -FOC 111.56 TC <br />10' STORM 4+5/.57 71 <br />DRAIN EASEMENT BEGIN TRANSITION -FOC 111.67 T <br />I 6+91.95± <br />I I MATCH EXISTING <br />CURB GRADE <br />5+86.96 ECR -FOC 111.93 TC <br />/ MATCH EXISTING <br />PAVEMENT GRADE <br />1+45.22 BCR -FOC 2+59.14 EN <br />112.160 TC 112.73 TC <br />5 .005 RENEE z -o _AVENUE _ <br />5=.005 0 i- <br />114.0 <br />1+37.82 E <br />112.12 TC <br />/ `4+92.57 <br />11!.55 TC <br />y/ <br />114.3 4+60.00 5VC <br />NIGH P01NT / / / 10Q3 TC <br />1 00 AG��p, G7 <br />00 Ln F / / 11 a.s <br />a + 11/ <br />00 Y f I / <br />00 o pc / <br />00 xLij <br />1y. <br />+ m / 1 .8 4.8 <br />oQ X11 3 027 <br />��0 <br />112 46� <br />TC <br />N 114.9 <br />N 10' STORM 0 <br />DRAIN EASEMENT \1� <br />Ar <br />2 EARTH SWALE <br />S=0.005 MIN. <br />(TYPICAL) <br />FACE OF CURB w <br />(TYPICAL) ., <br />12' TO \ N <br />n <br />10 <br />STORM <br />EASEMENT / \ <br />DRAIN \ <br />6 SQA. <br />/ 16 Doo <br />�5. <br />i <br />LF = 8,000 SQ.FT. <br />72+59.14 END OF AC CURB <br />C <br />F THIS GRADING PLAN <br />�1 <br />10' STORM <br />DRAIN EASEMENT <br />114.8 <br />SIEGFRIED ENGINEERING, Inc. <br />Cid! Engineering a Land Su"wAnq a Structural Engineering a plennMq <br />•b9 GmneA• Ave 6 ciclon. " 95240-2399 209 9u-2021 • w 209 942-02u <br />a wN er RAC I crc w ATL ljos No.5 71-27 JDATE APRIL 11, 1994 <br />061039 Bf DHD °`�" AJL r.B. 390. FlLE 390. � 42.30 <br />10' STORM <br />DRAIN EASEMENT <br />SCALE: 1"=50' <br />I. EXISTING LOTS SHALL REMAIN UNGRADED EXCEPT AS NOTED ON <br />THIS PLAN. LOT AREAS WITHIN THE VICINITY OF BUILDING SITES <br />SHALL BE GRADED AS SHOWN ON TYPICAL LOT GRADING, BELOW. <br />E. LOT OWNERS SHALL BE RE5PON51BLE FOR MAINTAINING 7HE <br />DRAINAGE 5WALE5 LOCATED ON THEIR LOT5 <br />STREET <br />PLACE 1'-0" FILL (COMPACTED THICKNESS) AT BUILDING - <br />PADS. SCARIFY AND RECOMPACT EXISTING GRADE TO 90% <br />COMPACTION. PLACE FILL IN 6" LAYERS AND COMPACT TO <br />90% COMPACTION. (WHEN THE LOTS ARE DEVELOPED) <br />TO NATURAL DRAINAGE COURSE <br />OR GRADED SWALE A5 5HOWN <br />ON GRADING PLAN. (TyPICAL) <br />1% <br />BUILT UP <br />BUILDING PAD 1 <br />F.F. l'-0" MIN. ABOVE <br />ADJACENT GRADE <br />TYPICAL BUILDING PAD <br />N.T.S. <br />OF '7 SHEETS / <br />!7 <br />\ <br />a <br />rad <br />Tm <br />i <br />0 <br />N <br />a <br />V / <br />Q <br />CL <br />M <br />Z <br />V) <br />W <br />O <br />Q <br />< <br />Z <br />0 <br />O <br />N <br />w <br />Z <br />m <br />U <br />o <br />Z <br />Z <br />Lrr <br />to <br />M <br />c� <br />co <br />v <br />Z <br />Q Q <br />W <br />U� <br />z <br />aOa <br />co <br />/� <br />00 <br />0� <br />- <br />V/Z <br />4 <br />_ Z <br />a <br />J <br />otj <br />W N <br />H <br />(3z <br />- Z <br />0 • <br />co <br />J- <br />Ou�,iWo <br />Z- <br />w <br />N <br />Q <br />N <br />a <br />li-derCD <br />Ii <br />Z <br />3 <br />C3 J <br />Z <br />0 <br />ri <br />DATE <br />12/20/93 <br />RAC <br />AJL <br />rDRN <br />5679-27 <br />OF '7 SHEETS / <br />