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1 / EXI5n% GUARD RAIL REMOVE 3,050 5F.=OF EX15TIN6 ROADWAY TIE PROP05ED SHOULDER TO REMAIN INTACT / FROM 5TA 36+00 TO BRIDGE INTO AGGE55 ROAD STA 40a5827 OFFSET 16.90' LT TIE INTO EXISTIN5 BRIDGE. 5TA 36+22 OFFSET 21' LT EASTIN5 6UARD RAIL CONFORM TO EXISTING; PAVE EXISTING ACGF55 5TA 41+86.99 OFFSET OD' APPROXIMATE LOCATION OF POLE TO REMAIN INTACT ROADS TO RM WITH WEST 1/4 CORNER 5EG 31 ADDITIONAL RIGHT OF WAY REMOVE 33,975 SF.i EXISTIN5 SAN JOAOUIN CONSTRUCT 1,250 L.F.*OF 2' MINIH M AC / ) FOR CALIFORNIA Ap1Ep1GT OF EXISTING ROADWAY COIIHTY RIGHT OF WAY 32' WIDE PAVED ROADWAY " FROM BRID6E TO STA 53+00 FROM BRID6E TO STA 53+00 j iq r STA 39+0350 OFFSET 1104' LT• i TIE PROPD5ED SHOULDER •% {" TIE INTO EXISTING BRIDGE r _ AD g, INTO ACCESS ROAD - ' CONFORM TO EXISTIN6 ,- . t d • f i lE j �� i .r # ... 6'. !, �+ i ! STA 41+6821 OFFSET 205' LT APPROXIMATE LOCAnok OF s r i 2 , t + dJ = O 10.42' - - - �, A W W ; wv LU ._..a.xx :. . 1W N 00 A 438.11 IW .1�1' Eh ,1„412.I�y0 \ tu — - - - (li Z _ r- 2 _ LU (li r t DI 'IS ''� - _ .._ _. - _.. ..._- ' - -_. .-....._ -s- `3 - `- --��-r- .t PROPOSED EDGELU �- 42.48, - 74' KI?E5HOULDER F TIE PROP05ED SHODUR TIE PROPOSED SHOULDER tIINTO ACCESS ROAD 'K 1 INTO ACCE95 ROADADDITIONAL R16HT OF WAY r ':u 1 1 PAVE EX15TIN6 ACCESS ` "EXISTIN6 6UARD RAIL FOR CALIFORNIA AQUEDUCT ROAGS i0 RM WITIi 11N TO REMAIN INTACT 2" MINIWIM AG ` : COUITiY RIGHT OF WAY EXI5TI% 6UARD RAIL 5TA 40+4559 OFFSET 1629' RT AARN I NG BIRD ROAD I DATA: NOM: TO REMAIN INTACTS TIE INTO EXISTIN5 BRIDGE CONTRACTOR TO VERIFY LOCATION STA 38+00 TO 41+86.99 SEED AND MULCH ALL fV C,OIFORM TO EXISTING OF ALL EXI5TIN5 UTILITIE5 PRIOR N 009q'17" E 386AW DISTURBED AREAS PER EROSION 2 To AW Cor5TRucTION 5TA 41+86.g4 TO 53+00 CONTROL SPECIFICATIONS ti COt5TRI4T 48 LF.i OF STA 38+13.15 OFFSET 16.15' RT RIGHT OF WAY FOR N 00'17'21" E 111301' 32' WIDE PAVED ROADWAYyyn TIE INTO EX15TIN5 BRIDGE CALIFORNIA Af31EDUCT FROM 5TA 38+00 TO BRIDGE , CONFORM TO EXI5TING SCALE: I" a $�' PVI 5TA = 52+00 PVI ELEV = 228DI1.10 m PVI 5TA = 38+21--ZZ 1'- T4� K AD. =3844.11.11 F < PVI ELEV = 250.46;g � 2 v PVI 5TA = 43+25 = AD. = 0.60 < F ry PVI ELEV = 244.41r 400.00' VG K = 191b12y F > AD. = 223 ,qPROPOSED 6RADE AT v 115A0' VG SSS W K = I40.74 PROP05ED GENTERLIPE u� 425A0' VG V � u� O O > >Y W m m EXISTING GRADE AT - a PROFILE �/IEW -050% PROPO',�E-D CENTERLINE 25^ RI '"v MORIZ SCALE: 1 = 50PVI STA = 41+69161 VERT SCALE: I' ■ 5' PVI ELEV = 230.16 AD. = -2.&3 K = 14127 . 400.00' VG j 245 _ � r � n PROPOSED GRADE AT G&I_ V Z, ,n PROPOSED GENIEW_INE AGUMIWT 240 - m ry _ ,. . -' _ EXISTING GRADE AT (� STA 2t22t 5TA 40+111 . - - PROPOSED CENTERLINE 4q+00 50+00 51+00 52+00 55+00 MGI FIBER OFITIC, GABLE GROUND G VERIFY 11)6 4014 IN FIELD VERIFY LOCATION INFIELD - :255 2 3 h@�o QR01 ESSI 0p4(flm Ex15TW ELEVATION AT RANDY P. WALL PROPOSED GENTERLii No. C043135 Exp. 3/31/00 230 DATE. (j-14�q� �j�rf OFI Cil\(ORP RANDY LL, P.E. - FINISHED ELEVATION AT PROPo�D GBfTERLINE ISSUED FOR GONSTRUGTION II-14-q7 GRADING AND DRAINAGE PLAN FOR: Q � � R � � P - � y � � m � Am TEIGHERT AGGREGATES n n ry g ^i ry N ^rj F2 N A.P.N. 265-050-13 4 14 5AN JOAGUIN GOUNTY, GA DE51 58+00 54+00 40+00 41+00 42+00 48+00 44+00 45+00 46+00 47+00 48+00 / ,r , (," I ERRA 6 ADBY: DRAWN BY: ii ENGINEERING smviaE5 DATE: 5Z.5. FILE: • ENGINEERING CIO PL7 N6 NOV '(17 g7-8q 1161 NIGH 3TAV93603 SHEET 5 OF 12 - (916) 82}8430 MI FAXAX 0(916)6) 823-8450 L-3 sierraegegcom-consumeaa�se.can DA� OiE b 2 1-47