Laserfiche WebLink
1­'KLUA51 KUdU JIKUUIUKL, <br />SEE STRUCTURE PLANS <br />"K" 11+45.06, 11.7'L EP <br />EP=62.72 <br />TYPE P (CA) OBJECT MARKER AND POST., <br />EX UTILITY POLE TO BE RELOCATED BY UTILITY \ <br />ROW "K" 11+00.00, (11.8'L)EP <br />EP=62.98 \ <br />3 "K" 10+82.73, 13,11E <br />_ END MGS <br />"K" 10+50.00, 12.0'L EP - <br />1 "K" 10+00.00, 0.0' EP=64.71 <br />® $ BEGIN REMOVE AC & AB; STOCKPILE <br />`r \-, AND USE FOR EMBANKMENT FILL <br />REMOVE AND DISPOSE SG MATERIAL r- \ <br />BEGIN 3" HMA OVER 6" AB <br />tY MATCH GRADE <br />LLJ <br />} L <br />mr + + + + f . <br />1 +00 <br />N: 2272549.80 KENNEFiCK ROAD "K" 11+00 <br />E: 6347619.60 v <br />+ <br />r-� <br />2 / <br />"K" 10+50,00, 11.9'R EP <br />EP=64,70 <br />EX UTILITY POLE; COORDINATE <br />/-3-)"K" 10+83.46, 12.4'R WITH UTILITY COMPANIES FOR / <br />,8 BEGIN MGS WITH TRANSITION RELOCATION; REMOVE SHRUB <br />TO AND FROM ST -30 BRIDGE RAIL <br />OVER CONCRETE PAVEMENT "K" 11+45.08, (0.0') <br />"K" 11+00.00, (11.8'R)EP/ \,,� END 3" HMA OVER 6" AB / <br />E PAVEMENT <br />BEGIN CONCRETE EP=62.97 <br />ROW TYPE P CA OBJECT MARKER AND POST j <br />3 TRANSITION MGS TO ST -30 RAILING <br />8 OVER CONCRETE PAVEMENT (TYP.) <br />"K" 11+45.10, 11.6'R EP <br />EP=62,72 <br />KW <br />DRAWER <br />DRAWER <br />70 -_ <br />65 - <br />60 <br />DAYLIGHT DRAIN INTERCEPTOR: ( 2 <br />PIPE IN 6" TO 9" RIPRAP (TYP.); <br />SEE WINGWALL LAYOUT DETAIL <br />"K" 11+85.30 11.8'L EP <br />EP=62.67 <br />"K" 12+00.00 11.51E EP <br />CLASS II RSP; EP=62.69 <br />18" DEPTH DAYLIGHT LINE TYP. <br />REMOVE EX CMP (3) IMPORTED FILL EMBANKMENT <br />2:1 SLOPE <br />"K" 12+49.80, 10.31E 3 <br />/ SEGIN MGS WITH TRANSITION $ <br />TO AND FROM ST -30 BRIDGE RAIL <br />OVER CONCRETE PAVEMENT <br />"K" 12+50.00 10.6'L EP <br />EP=62.74 <br />278 285' "K" 12+85.08, (0.O'R) <br />'END REMOVE AC & AB; STOCKPILE <br />0 ° 0 � j � 0 - - - - /-AND USE FOR ROAD EMBANKMENT FILL; <br />_ _yam - - / REMOVE AND DISPOSE SG MATERIAL <br />END 3" HMA OVER 6" AB <br />7 <br />+ <br />MATCH GRADE <br />1 5.0, - <br />2 -- -- - _ -- -- -- -- - - - - <br />BIS 1/�+Ou � <br />l -`- "K" 13+00 <br />5 -� <br />I 1 <br />77, <br />c � <br />"K" 12+00.00, (11.3'R)EP- - <br />C EP=62.70 <br />5 "K" 11+ 85.33, <br />END CONCRETE PAVEMENT 8 "K" 12+50.10, 11.5 <br />BEGIN 3" HMA OVER 6" AB END MGS <br />� \ TYPE P (CA) OBJECT MARKER AND POST <br />"K" 12+50.00 105R <br />\ \"K" 11+85.35, (11.5'R)EP EP=62.75 <br />\ EP=62.68 <br />PROTECT TREE (TYP.) <br />a, <br />TYPE <br />TOTAL ACRES <br />ACRES <br />CONlN <br />ui <br />+I <br />- - 70 <br />co <br />"K" <br />10+75.04 <br />L(D CSD <br />C:> <br />+ <br />LL- <br />FG: <br />63.02 <br />C.7 �? , r ��'. <br />o <br />C� C? <br />K: <br />14.64 <br />o� <br />Y; <br />OF FILL UNDER EXISTING CULVERT <br />LVC: <br />100.00 <br />Of <br />®°; <br />C,:: <br />65 <br />"K" <br />"K" 11 +00 <br />o <br />rn <br />o <br />U--) <br />X N <br />- _ <br />a- <br />_- <br />+ <br />+ <br />60 <br />1� �J <br />PERMANENT <br />T <br />0.0008 <br />Col <br />57 <br />REMOVAL OF THE EXISTING CULVERT AND THE <br />- <br />�a <br />Y <br />REPLACEMENT OF FILL UNDER THE EXISTING <br />Y <br />CULVERT. THE 1.07 CUBIC YARDS OF FILL IS <br />cii <br />v <br />, <br />0.000138 <br />0.66 <br />s <br />5.16 <br />TWO CONCRETE CUT-OFF WALLS <br />PERMANENT <br />0.00026 <br />IfJ\1FRT FI = <br />58.27' <br />ABUTMENT AND WINGWALLS; <br />PROTECT IN PLACE <br />PLAN <br />22 285' <br />\ '27B 285' <br />'R 3 <br />8 <br />57 <br />TYPE <br />TOTAL ACRES <br />ACRES <br />CONlN <br />ui <br />+I <br />- - 70 <br />co <br />N <br />N N <br />0000 <br />L(D CSD <br />nj <br />CD fD <br />LL- <br />c� cn zn <br />Lia L - <br />Y <br />C.7 �? , r ��'. <br />Y' <br />C� C? <br />t J <br />10.8 <br />o� <br />30 <br />OF FILL UNDER EXISTING CULVERT <br />Of <br />®°; <br />L <br />65 <br />/ "K_7_A1..+,5.5.33- <br />"K" <br />"K" 11 +00 <br />"K" 12+00 " a <br />1.16% _ -- <br />"K" 9+50 10+00 <br />-0.10 ��I� 0.07% <br />- <br />- _ <br />a- <br />_- <br />60 <br />1� �J <br />PERMANENT <br />0.0008 <br />1.07 <br />57 <br />57 <br />TYPE <br />TOTAL ACRES <br />ACRES <br />VOLUME (CY) <br />AREA (SF) <br />,i cl� <br />~ <br />N N <br />0000 <br />L(D CSD <br />nj <br />CD fD <br />LL- <br />c� cn zn <br />Lia L - <br />C.7 �? , r ��'. <br />W <br />C� C? <br />t J <br />10.8 <br />35 <br />30 <br />OF FILL UNDER EXISTING CULVERT <br />"K" <br />"K" 11 +00 <br />"K" 12+00 " a <br />"K" 13+00 <br />"K" 9+50 10+00 <br />SHORTER THEN EXISTING CULVERT. THIS <br />DATE <br />10/17/22 <br />SHEET NO. <br />SHEET NO. <br />0 <br />1 <br />WKffivin <br />PROJECT ENGINEER DATE CHECKED BY DATE 1 0 20 50 <br />COUNTY OF SAN JOAQUIN <br />FGH 10/17/22 TMP 10/27/20 SCALE IN FEET <br />15 <br />t <br />Y^. <br />Zr� •' <br />..�zr <br />"K" 13+50 <br />SCALE: <br />HORIZONTAL: 1" = 20' <br />VERTICAL: 1" = 4' <br />ON 133HS I 213MV210 <br />NOTE: <br />1. THE GEOTECHNICAL INVESTIGATION FOUND BETWEEN 2" AND 8" THICK AC PAVEMENT WITH 2" TO 5" AB. <br />"K" ALIGNMENT TABLE <br />NUMBER RADIUS LENGTH LINE/CHORD DIRECTION <br />- 182.71 N4' 22' 24.45"E <br />C 1 300.00 10.89 N3' 19' 59.95"E <br />L2 156.30 N2' 17' 35.45"E <br />KENNEFICK PROPOSED CULVERT REPLACEMENT IMPACT AMOUNTS <br />TYPE <br />TOTAL ACRES <br />ACRES <br />VOLUME (CY) <br />AREA (SF) <br />LENGTH (LF) <br />PURPOSE <br />EXISTING CULVERT REMOVAL AND REPLACEMENT <br />TEMPORARY <br />0,00147 <br />10.8 <br />35 <br />30 <br />OF FILL UNDER EXISTING CULVERT <br />BOX CULVERT REPLACEMENT IS FIVE FEET <br />SHORTER THEN EXISTING CULVERT. THIS <br />PERMANENT IMPACT ACREAGE INCORPORATES THE <br />PERMANENT <br />0.0008 <br />1.07 <br />6 <br />REMOVAL OF THE EXISTING CULVERT AND THE <br />REPLACEMENT OF FILL UNDER THE EXISTING <br />CULVERT. THE 1.07 CUBIC YARDS OF FILL IS <br />FROM A 12 INCH THICK BOX CULVERT BASE. <br />PERMANENT <br />0.000138 <br />0.66 <br />23.58 <br />5.16 <br />TWO CONCRETE CUT-OFF WALLS <br />PERMANENT <br />0.00026 <br />0.64 <br />11.6 <br />10 <br />RIP RAP (UPSTREAM AND DOWNSTREAM) <br />TOTAL PERMANENT <br />0.0012 <br />2.37 <br />41.18 <br />12 <br />UNNAMED DRAINAGE OHWM <br />OHWM WIDTH: 14 INCHES <br />7 OHWM DEPTH: 10 INCHES <br />.RECORD DRAWING. <br />Correohm 6y _ <br />-- <br />No Changes <br />Data i- 31- Z- _ <br />Any lll*rson UsifV This Drawing Should Verify <br />4I1 InIrm-otion By Inspecting The Site Of Wo•=:, <br />y?,OF ESS i p <br />Na. C 64725 <br />* EXP. 06/30/23 <br />S� CW <br />ATF of CALF 10/17/2022 <br />Franz Haidinger <br />RCE 64725 <br />NCE <br />8795 Folsom Blvd.. Suite 250 <br />Sacramento, Ca. 95826 <br />(916) 388-5555 * Fax (916)388-5676 <br />KENNEFiCK ROAD FLOOD CONTROL <br />Kennefick Road 70' to 360' North of Liberty Road <br />SHEET TOTAL <br />SHEETS <br />4 9 <br />I <br />