Laserfiche WebLink
Em <br />PARCEL 4 <br />0070 <br />12 • 4•9' 'Y" SCHMIDHE <br />PROPERTY <br />CONST. BERM <br />I , � EXIST. GRADE <br />SECTION C -C <br />Nor 70 Si -'AL -25 <br />PARCEL 3 <br />t <br />0 40 SO 12-0- <br />SCALE <br />20SCALE IN FEET <br />PARCEL 2 <br />F <br />MPLOYEES AND AGENTS ARE NOT RESPONSIBLE FOR <br />OF ELEVATIONS AND DIMENSIONS INDICATED ON PLANS NOR <br />OR OMISSIONS THAT MAY BE PRESENT. APPROVAL IS SUBJECT <br />SHOWN WHICH APPEARS TO BE IN CONFORMITY WITH S.S.J.I.D. <br />S FOR PROTECTION O RIC CILITIES. <br />SO CONDITIONALLY APPROVED: <br />DATE: - r SEE SHT. 4 <br />PARCEL I <br />R -VALVE TEST <br />REFE.e To <br />m m A SO/L 5 REPORT 6 <br />N Ill 1p q 1411 <br />W �1311/Cb/NG SETBACK L/NE — <br />Taper N <br />R/W o /O' 41, E. J- <br />30' Rad m6 <br />I <br />i 7.6 <br />EO GE OF PggVEMEN4 <br />T (EP� + <br />3 4 5 - 6 7 —_ - N 8 w� 9 10 C II v // 80 WXOD CT. _ <br />EDGE OF PAVEMENT(EP) 511 <br />N <br />I <br />N 0/• 5¢ /5" W <br />Ni <br />y <br />XX %—x— X x X K x %— Xx <br />!' MIA/. S,4WCt/7' <br />x x N <br />240°00'00" <br />171.75' <br />BP <br />2 <br />/G2.5 <br />52° 12' 1/" <br />/HTO EX/57-/NG <br />V <br />3 <br />59/ <br />G0000'00" <br />I <br />EP <br />4 <br />PAVEMENT <br />3. <br />4793' <br />I <br />A, <br />3 <br />Z <br />crQ <br />�q <br />y., <br />I W <br />\W <br />N4 <br />�W <br />Q <br />2 "AC OVkFR <br />v ;z <br />O <br />it <br />1� <br />( <br />CL <br />qfz"CL II AB <br />tzi <br />N <br />0 <br />4I <br />D <br />SEE SHEET 4 <br />00) <br />O <br />Q . <br />N 3 a <br />N <br />N <br />IL <br />m <br />a <br />3 -1- 6 2.47 ECR <br />W <br />k <br />Q <br />I <br />Z1, <br />O <br />E'P 42,83 <br />/A/SrALL TYPE X53 <br />Iu <br />5/GN PER 5 ✓. CO. <br />I <br />STANDARD .P -2G <br />30' Rad m6 <br />I <br />i 7.6 <br />EO GE OF PggVEMEN4 <br />T (EP� + <br />3 4 5 - 6 7 —_ - N 8 w� 9 10 C II v // 80 WXOD CT. _ <br />EDGE OF PAVEMENT(EP) 511 <br />N <br />N <br />N 0/• 5¢ /5" W <br />Ni <br />y <br />XX %—x— X x X K x %— Xx <br />x x <br />x x N <br />R/W <br />S7KEET LIGE}? <br />Aj5AA1,9d1V 5e157 56 <br />/A:R/GAT/ON P/PEG/h/E /N PGf}GE I RE"005 E.Y/S'T FENL'E Str/ ` C•f PBI Cv/ .Ji <br />SEE DBTA/L ON SHT, 7. Q <br />Tr ar>>e�+►3it�,9aS9/'i��'''A20 A c� �-h I. <br />Oetaev-a2,ajV 430-5 2"AC OVER <br />Detai/ 27-4 g" Ci_ 1T Aa Y <br />o <br />9,5E TYP. sECTIOIV BELOW N .y <br />e <br />BU/GOING'rb <br />�ETEi4GK -- <br />LINE o W W �v u1 N V� <br />* m O LIMIT OFSCNMIDKE BERM =-- <br />PARCEL 4R/w N W " a oD <br />Kmi Q <br />ENi/RE LEy6TH \ w <br />OF /O w bP <br />CURVE DATA <br />No. <br />R <br />d <br />L <br />DESCR/PT/Oh/ <br />! <br />41' <br />240°00'00" <br />171.75' <br />BP <br />2 <br />/G2.5 <br />52° 12' 1/" <br />91.35' <br />V <br />3 <br />59/ <br />G0000'00" <br />lo 1,76' <br />EP <br />4 <br />30 <br />91° 32'25" <br />4793' <br />EP <br />5 <br />3 <br />Z <br />crQ <br />2 <br />N <br />$e <br />NV <br />Irleta// 4, �o tl• � <br />W SOUTHLAND COURT <br />� <br />Per z / ~ H 4" WIn� <br />3 Z) PG 4(E TO fin 071 ri NII• <br />Z INSTALL STREET L 16W /50 x irkI�y <br />o WATT HPSsN` ��� I�ETJ�IL �. <br />Z z + <br />o' 8B°29'3'S" 4ro.31 EP � � <br />INSTALL TYPE 'B" e4KX GADS ABhuvPN /V PLA C6 <br />Ta er O tc•' g<r <br />ADETAIL eP/PEL /NE' (,SEE Pauern2n t <br />1 4 0497,414 5-//T. 7 5 o w l 1 1 1 11 I� <br />X/ST. GROUND e 12 <br />S = 0,0025 <br />Ev PAVEMENT GRADE <br />F- <br />r <br />p �l <br />o ep <br />o. <br />� <br />�t <br />Jd' <br />O <br />O <br />m� <br />t <br />i <br />Q� <br />a <br />is, <br />O <br />� ZIP <br />tl $P <br />p04 <br />pod <br />00 <br />�} <br />8d <br />Z <br />crQ <br />y., <br />O Z <br />. <br />Z <br />N4 <br />�W <br />Q <br />a <br />V <br />O <br />it <br />j <br />Z <br />CL <br />Z <br />,. <br />M0. <br />0 <br />D <br />X/ST. GROUND e 12 <br />S = 0,0025 <br />Ev PAVEMENT GRADE <br />100, <br />4+04.46 SOUTHLAA0 <br />AVENUE F PAV. 43.41 <br />ti <br />NN <br />aI z <br />J I 4+4(,.46 ECR <br />COA(FORM r0 EX/ST <br />EP <br />U) Z <br />O <br />k i <br />W <br />12" WInE <br />�fIzIPIfJG� <br />12 <br />/60'VC <br />F- <br />i` <br />p �l <br />C=40.45' <br />o. <br />� <br />�t <br />Jd' <br />O <br />O <br />m� <br />t <br />i <br />Q� <br />a <br />v <br />t> <br />04 <br />� ZIP <br />> <br />oW <br />0 <br />x <br />100, <br />4+04.46 SOUTHLAA0 <br />AVENUE F PAV. 43.41 <br />ti <br />NN <br />aI z <br />J I 4+4(,.46 ECR <br />COA(FORM r0 EX/ST <br />EP <br />U) Z <br />O <br />k i <br />W <br />12" WInE <br />�fIzIPIfJG� <br />12 <br />/60'VC <br />F- <br />i` <br />p �l <br />C=40.45' <br />o. <br />� <br />�t <br />O <br />O <br />m� <br />t <br />i <br />Q� <br />a <br />v <br />S <br />� ZIP <br />x <br />Z <br />crQ <br />y., <br />O Z <br />. <br />Z <br />N4 <br />�W <br />Q <br />a <br />V <br />O <br />it <br />j <br />NMI <br />W o c�, -42 <br />42- APPROX/MATE LOCAT/ON OP' _ +— — — <br />EX1sT, /RR/GAT/O/V P/PE L/A/E — — — — — — — — — — <br />CONTRACTOR TO A9A,UPPA17N PLtjG& <br />54=R <br />DBTA/L ON Sf1EET'7•---------- ------ <br />40- -40 <br />R/W 5 'R/W ie/w 30 I — DO NOT O/ST(/RB &R4a46 RAW 50 R/W �/W 30' <br />TYP. AROUND EXIST. TREES , TYP. <br />25' 1 2 25' 25� I <br />� v NOT/FY THE ENCT/rt/E.EK z <br />/ WHE'ereoweL/CT Gh7✓EL <br />9= 4 /2 /2 4 — 9 9 4 12 12 4 9 J <br />2't GoMPAcTED SHOULDER Q COMPACTED SHOULDER <br />k I ' CORPACTED ro 95/ F COMPAGTEd TO 95/ O <br />W REMOVE " RELAr1VE COMPAC- UI (TYPIC L COMPACTID�/ <br />EX/ST. FENCE i W 2"AC I T/0/V (TYP/CAL EX Si FENCE e AC I (TYP/CAL <br />Q SEE PLA5/1EE,T 2) 'U (SEE PLAN) ° <br />C7 <br />Al) 2• 2 4 SHEET 2 I S `, ? I � 6y 4 MATCH EX/ST. <br />O"M/N. � BI" '`- � j MATCH EX/5T <br />EX/sT. GROUND I$ EX/5T. GROUND MATCHPXl9T CTRAlJE E�cIST• GROL/ND ( EXIST. 0RO41" --- <br />CTRfiDE ALTERNATE PAl/EMENT SECT/OrV — — — — _ _ — t?;,- <br />_I -TII— �''�c'h4r3^�PI' riflvE �� '��` S <br />T <br />2,1 MAK. <br />N I { .. Mi TEI Ji�L.; ry MCr'1©-I 1=dM GOT 'N � / �r - — - - .. •, �-N <br />5 5 2 PRIME COAT l/ <br />MPACTED F/LL �PPLI EC7 q 8 hlvU MIN• PI�IotZ a3 5: 5 COMPACTED F/LL PRIME COAT 1/ v ��E,�l'� <br />2,'1 MAX. / To P��/�NOr'• / fL 5 N�ylY J. <br />ABA, o 4 CL Z AB ¢ CL 11 AB CUT <br />IO a�pppp R V L UE = 50 2 UT ?ROVIDE !Z Z ! R VAG UE = 50 " Z * 5 - 27- <br />Ex/sting T.I. = 3.5 M CULVERT TZ.= 3.5 PROVIDE 12 "'o <br />9 9/ <br />/rriyaf/on �1�,. eL O b� `O *O ,�,ll ,� l/ PROI//oE /2 CIJL VERT PROF I L E FUTURE OR/VEWf�Ys <br />Pipe/ICE ,� <br />From 08, d I ON, 4 t O . C FUTU.eE De/VEW9YS <br />FROVOe CUL VERT Cdixf iiaic>/t <br />see Detd/� I GULVEeT C' 11 11 FUTURE <br />Shf. 7- 11 11 SCALE: I - 40 HORIZ. <br />FUTURE L�/VEI YS SECTION A - A I" = 2` VERT. SECTION B - B owvEw�rYs 0 � ctvt,i, <br />P/PE PROVIDE I'M/N. DWY. COVE,2 NOT TO SCALE NOT TO SCALE <br />zz <br />n <br />S <br />OJ <br />F- <br />i` <br />a <br />o. <br />� <br />I <br />O <br />i <br />�a <br />t <br />i <br />U <br />`vi <br />v <br />!1 <br />NMI <br />W o c�, -42 <br />42- APPROX/MATE LOCAT/ON OP' _ +— — — <br />EX1sT, /RR/GAT/O/V P/PE L/A/E — — — — — — — — — — <br />CONTRACTOR TO A9A,UPPA17N PLtjG& <br />54=R <br />DBTA/L ON Sf1EET'7•---------- ------ <br />40- -40 <br />R/W 5 'R/W ie/w 30 I — DO NOT O/ST(/RB &R4a46 RAW 50 R/W �/W 30' <br />TYP. AROUND EXIST. TREES , TYP. <br />25' 1 2 25' 25� I <br />� v NOT/FY THE ENCT/rt/E.EK z <br />/ WHE'ereoweL/CT Gh7✓EL <br />9= 4 /2 /2 4 — 9 9 4 12 12 4 9 J <br />2't GoMPAcTED SHOULDER Q COMPACTED SHOULDER <br />k I ' CORPACTED ro 95/ F COMPAGTEd TO 95/ O <br />W REMOVE " RELAr1VE COMPAC- UI (TYPIC L COMPACTID�/ <br />EX/ST. FENCE i W 2"AC I T/0/V (TYP/CAL EX Si FENCE e AC I (TYP/CAL <br />Q SEE PLA5/1EE,T 2) 'U (SEE PLAN) ° <br />C7 <br />Al) 2• 2 4 SHEET 2 I S `, ? I � 6y 4 MATCH EX/ST. <br />O"M/N. � BI" '`- � j MATCH EX/5T <br />EX/sT. GROUND I$ EX/5T. GROUND MATCHPXl9T CTRAlJE E�cIST• GROL/ND ( EXIST. 0RO41" --- <br />CTRfiDE ALTERNATE PAl/EMENT SECT/OrV — — — — _ _ — t?;,- <br />_I -TII— �''�c'h4r3^�PI' riflvE �� '��` S <br />T <br />2,1 MAK. <br />N I { .. Mi TEI Ji�L.; ry MCr'1©-I 1=dM GOT 'N � / �r - — - - .. •, �-N <br />5 5 2 PRIME COAT l/ <br />MPACTED F/LL �PPLI EC7 q 8 hlvU MIN• PI�IotZ a3 5: 5 COMPACTED F/LL PRIME COAT 1/ v ��E,�l'� <br />2,'1 MAX. / To P��/�NOr'• / fL 5 N�ylY J. <br />ABA, o 4 CL Z AB ¢ CL 11 AB CUT <br />IO a�pppp R V L UE = 50 2 UT ?ROVIDE !Z Z ! R VAG UE = 50 " Z * 5 - 27- <br />Ex/sting T.I. = 3.5 M CULVERT TZ.= 3.5 PROVIDE 12 "'o <br />9 9/ <br />/rriyaf/on �1�,. eL O b� `O *O ,�,ll ,� l/ PROI//oE /2 CIJL VERT PROF I L E FUTURE OR/VEWf�Ys <br />Pipe/ICE ,� <br />From 08, d I ON, 4 t O . C FUTU.eE De/VEW9YS <br />FROVOe CUL VERT Cdixf iiaic>/t <br />see Detd/� I GULVEeT C' 11 11 FUTURE <br />Shf. 7- 11 11 SCALE: I - 40 HORIZ. <br />FUTURE L�/VEI YS SECTION A - A I" = 2` VERT. SECTION B - B owvEw�rYs 0 � ctvt,i, <br />P/PE PROVIDE I'M/N. DWY. COVE,2 NOT TO SCALE NOT TO SCALE <br />zz <br />n <br />S <br />OJ <br />SEPT. 1991 <br />RDC <br />AJ L <br />90-165 <br />4 <br />F- <br />a <br />O <br />Oji <br />U <br />0 <br />!1 <br />x <br />Z <br />crQ <br />O Z <br />. <br />Z <br />W <br />Q <br />a <br />V <br />O <br />it <br />j <br />Z <br />CL <br />Z <br />,. <br />M0. <br />0 <br />D <br />00) <br />O <br />Q . <br />SEPT. 1991 <br />RDC <br />AJ L <br />90-165 <br />4 <br />