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FOOTHILL ENGINEE7RING <br />FOR TYPICAL <br />SECTIONS SEE W—SECTIONS <br />3" <br />JAHANT COURT <br />F_cc�s <br />x\' <br />- Z GENERAL ARRANG <br />I U 6 DATW <br />`"'RCE NO.: 570 <br />I v;4 MICHAEL VLACH, P.E. EXP. DATE: 12/31/07 <br />� <br />W <br />°' <br />— CURVE DATA <br />I I REMOVE EXIST 12"CMP <br />i i Z <br />J <br />x\' INSTALL NEW 12"CMP R=30 <br />R=30 <br />® <br />MATCH EXIST. A/C <br />I I Z <br />L <br />WITH CONCRETE PACKFILL© L=46.97' L=47.28' <br />��- -- INLET.' 0+19 45RT o „ <br />F.L. t.L.=94.32' DELTA=89 42'13" DELTA=90° 18'02" <br />O/H ELEC & PHONE <br />DRIVEWAY PER 1 Q <br />R-17. �p O/H EL <br />Q - W <br />J Y <br />'y OUTLET.- 0+19, 46LT <br />Z F.L. E.L.=94.32' <br />U/G PHONE, <br />II „ <br />LINE ¢ <br />z F.L. ELEV: 96.30'1 rn rn 1 U/G PHONE REMOVE TREES <br />¢ ¢ <br />Qaa <br />O rn <br />96 <br />° FLAIR soa TO INLET ar2H:1v <br />¢ <br />° <br />F.L. ELEV: 94.60' <br />F.L. ELEV: <br />° F.L. ELEV: <br />94.80' S. 00 05'51 "E. (P.M. 31-15) <br />1 <br />95.30 ° F.L. ELEV: 95.90 ° 1 aD F.L. ELEV: 96.30 <br />g g i i co F.L. <br />I <br />O <br />o a <br />VO <br />W a <br />A = A <br />ij <br />wa <br />we wI� - <br />C7 <br />I <br />i <br />Z <br />w - - <br />- - - E - - - - - - <br />-r- -- U <br />I _ I I <br />- - �1 -- -- - - - - <br />I• m <br />1 A - - - - - - <br />-Fitt - --- - - ----- - <br />- - <br />-- --til' <br />6.01 <br />+o0 <br />2+00 3+00 120' <br />4+00 <br />5+00 <br />s+oo JAHANT COURT7+00 +00 9+00 <br />A6, �90 .9j 12.0' <br />S, S0 6� �� 0x 0P '00 <br />Aj 10 <br />00 <br />A? Aj Aj <br />?� �A v? <br />A? Aj <br />S0 S0 S0 S0 S0 80 <br />I <br />j <br />0 <br />6.01 <br />I --t----- <br />--IT <br />---------- - <br />-------T--- - - <br />- <br />----------------- — ---- ----- --- ---- <br />— <br />2 <br />1 1�4 <br />`j 40 <br />`I <br />2^ <br />�3 <br />YW <br />�� _� <br />Uz <br />W <br />=g <br />���� Uw <br />C�i� _� <br />OQi Uw UW O <br />_+ _� +MATCH EXI <br />) <br />O� <br />�/%� °� <br />vg O� = Q <br />2 <br />oo <br />REALIGN EXIST <br />QZ <br />DRIVEWAY <br />Lp O/H ELECTRICAL J Q <br />g 2 � <br />w3 <br />o <br />Ao a DITCH TO DRAIN <br />I <br />Q EXISTING <br />EXIST. 14 <br />CULVERT AND CONC. AND PHONE + F.L.=96.01' <br />m <br />O 5 <br />RELOCATE POST AND BOARD <br />MOUND UP <br />4 <br />Z <br />O Q DRIVEWAY. MATCH EXIST. PER E TW 25' R/W = <br />LU <br />ti <br />FENCE TO 8" BEHIND <br />s" TO FORCE <br />PROPERTY LINE OVERFLOW <br />SPECIFIC E ELEVATION <br />R-17, <br />F.L. -95.42 f 1 <br />NEW A/C NEW A/C APRON EXISTCON DRIVE `J <br />12' 8.6' 4.4' <br />TO THE wesr <br />z <br />\ <br />12" MIN. <br />COVER 12"C. M.P., 0.079ga CONFORM <br />USE COUPLER JACKET f /� <br />ROADSIDE RETENTION DITCH REQUIRES A MINIMUM <br />FOR SPLICES <br />_ J <br />0.60' FREE BOARD TO RETAIN THE INCREMENTAL <br />DIFFERENCE IN RUNOFF BETWEEN GRAVEL ROAD <br />3 "MIN. TO 1/2 DIA. MAX <br />CLA 2 A. <br />w AND A/C PAVING <br />BELOW <br />F. L. 0 BACKFILL WITH <br />- <br />° <br />4 SACK CONCRETE CONC. DRI VEWA Y CONFORM RECORD D RAW I IV G <br />L" s SECTION (D -D) Corrections By <br />CHECK DAM SECTION A—A <br />CULVERT SECTION <br />„_ No Changes By <br />SCALE: 112"=l' Date <br />SCALE: 1/4"=1' <br />STA 0+19, AND STA 13+50 SCALE: 1/2"=1' <br />Any Person Using This Drawing Should Verify <br />All information By inspecting The Site Of Work <br />FARM A rcft> VCR <br />E.c , ,-T t-!!xr <br />CURVE DATA R/W <br />R=41' R=50' SPECIFIC STA. <br />© ® <br />L=196.15' L=41.06' <br />DELTA=27,' 06'41 " DELTA=470 03'05" 4' <br />'4Dcal-t-tcwtgc <br />1. <br />PECIFIC ELEV. <br />� EXISTING OAK TREE <br />I <br />MATCH EXIST ROCK <br />DRIVEWAY PER R-17 <br />Ut w� R: t' <br />; FARC! A<'` `>� <br />o o TO REMAIN 1 I � <br />Y+ z 2 <br />F.L. ELEV: 97.60 = �, / <br />O/H ELEC & PHONE <br />I I <br />{Alco vq�r� <br />- <br />F.L. ELEV: 98.30' ° eU F.L. ELEV: 98.70'3" OF 1 112" DRAIN ROCK 1\ <br />NEW DITCH FL <br />REMOV TREES ¢ <br />F.L. EL E 96.30' ° w,., <br />i O I F.L. ELEV: 96.60' <br />I <br />¢ Q <br />° W F L ELEV 96 90' ° <br />a z <br />o NEW DITCH X -SECTION <br />a <br />t0 <br />F.L. ELEV: 96.30 U Jp <br />... <br />F.L. ELEV: 96.701 j - <br />- - <br />+ U j U <br />U THE NEW RIGHT ROADSIDE DITCH REQUIRES CHECK DAMS STA 11+71.5 TO 15+85+/- <br />v <br />W id <br />�l <br />O) I <br />= U _ <br />_ TO RETAIN THE INCREMENTAL DIFFERENCE IN RIGHT SIDE <br />�- -�- U <br />U U <br />V RUNOFF BETWEEN GRAVEL ROAD AND A/C PAVING <br />-- - - <br />CUT <br />FILL <br />6.0'---------�°a� <br />© �� CHECK DAM SECTION (CC) <br />9+00 10+00 <br />11+00 12+00 <br />13+00 <br />120 14+00 <br />1.5+00 15 �' END DITCH SCALE: 114"=1' <br />o� <br />fl� \fl6 00 <br />vo <br />`vim o0 00 00 <br />�� so �� <br />09 09 <br />oQ �� <br />99 12.0' 09 moo <br />so d3 <br />�� <br />00 <br />o `'s <br />"? <br />�p &0 �� �n W ¢ R/W <br />al fT_ <br />FILL <br />------- <br />6 0' <br />SPECIFIC STA. <br />CO S <br />---_ <br />. <br />- <br />------ — - --- <br />=_� ." . VL✓ --- ��� <br />--- - - -- <br />. ��. - - <br />------N ¢SLY----- Z W <br />I O I <br />I <br />0i>C <br />2 T��� Q a�T OST SET NEW MONUMENT IN BOX -a^o 4' <br />1 I <br />I <br />V <br />� <br />u°, r� O p <br />Q Q.q yt <br />p (S.J. DWG No. CW -M1) PECIFIC ELEV. <br />°9� Q 36"MIN. <br />W O <br />I O <br />I I <br />I <br />l <br />.9s <br />¢00 <br />q rn¢ fls <br />OW J °W •yo Yw ��� °W <br />is �S2Q <br />s\ 1s" <br />.`90 O� 6.0' x0�i \ YMIN <br />MATCH EXIST ROCK <br />au I <br />�9, <br />vw v °:� ?� <br />v W w o. ,n <br />U 0 9e� <br />Wo sem-QDRIVEWAY <br />PER R-17 <br />AL <br />I <br />1 <br />NEW DITCH, 23' RT <br />�.� c=i i * <br />^ <br />chi ^ F� o +i OF 1 v2" DRAIN ROCK 18" <br />EXIST. 14" PVC CULVERT <br />STA 11+71.5 TO 13+50 <br />o NEW 12" C.M.P CULVERT <br />\�61 o °; i ° z EXIST. DITCH L <br />F.L.=96.01' U/G ELEC &PHONE <br />S=0.0017 <br />INLET. 13+50, 23'RT <br />Uwo EXISTING DITCH X -SECTION <br />Q <br />2H:1 V SIDE SLOPES <br />F.L.=97.39' <br />w o STA 0+18 TO 11+30+/- <br />_ <br />0 <br />MATCH EXIST. ROCK <br />OUTLET: 13+50' 27' LT <br />n w THE EXIST ROADSIDE DITCH REQUIRES CHECK DAMS 23'+/- RT <br />U ^ n TO RETAIN THE INCREMENTAL DIFFERENCE IN <br />DRIVEWAY PER R-17 <br />L <br />h <br />F.L. =97.05' <br />NEW DITCH, 1.00' LT OF R/W RUNOFF BETWEEN GRAVEL ROAD AND A/C PAVING ` <br />Q r) <br />vJ <br />00 FLAIR SOIL TO INLET AT 2H'1 V <br />STA 13+50 TO 15+85 <br />2H:1 V SIDE SLOPES CHECK DAM SECTION 8 B) <br />coo <br />o SCALE: 1/4"=1' <br />14 - <br />o <br />' C 57707 s <br />♦ EXP 12-31-07 <br />CWL <br />OFCAL1f <br />REVISED <br />f_{' <br />PER COUNTY REVIEW, 9/8/05, 10/31/05, 1/17/061 3/8/06 <br />p <br />DESCRIPTION <br />COUNTYAPPROVAL <br />JAHANT COURT <br />Z <br />APPROVED BY <br />DATE <br />GENERAL ARRANGEMENT <br />FOOTHILL <br />0 <br />o <br />ENGINEERING <br />u <br />LAYOUT AND TYP. SECTION <br />[DRAWN <br />o <br />8442 STORY RIDGE WAY ANTELOPE, CA 95843 <br />(916) 729-5184 FAX (916) 729-5184MRV <br />0 <br />BY: SCALE: „=30'PHONE <br />1 DATE: 8/8/05 PAGE: 2/6 <br />O <br />