Laserfiche WebLink
4 I <br />oDrainage dit h t(Left)� <br />Z g " <br />C ` Ac;epc road '} <br />3 ( <br />Q� i r,i, <br />12 pavement^ <br />—3'shold4r, <br />I e <br />40'/ E:lipment access <br />15' i corridor <br />O <br />a' <br />S=0.0 6 <br />4 491 - 5.01016'23"W. 5o <br />w <br />Z S=0.066t j <br />15' <br />3'shot lde� ' r <br />1 - <br />Qu L 12� pavement. <br />tc/ D <br />r <br />Drainage ditch FL (J <br />EA li,000 <br />O 1. <br />0 <br />0 <br />ui <br />48 49 50 <br />Exil <br />t#rng'`groe r : <br />0) _1 a + —O <br />o::._ __ J Pro �ssetl dr ana a �ac,i o <br />a . wlne prvfill_el <br />►gttt) � <br />CO <br />i. <br />120 = _� __ �__ <br />x— <br />I , .�_ <br />115 <br />10 1-ropnse� jefr_ arm,. n m. <br />I <br />5,709. 5 <br />51 <br />i <br />E <br />R=50 <br />o Z�=252°32'33" f <br />L = 220.38' <br />o a <br />�D <br />Center Cul-de-sac 38 left <br />N 5,614.95, E 11,178.67 <br />43,5 <br />/8 <br />V <br />�CoCo <br />3 <br />r Tl'O <br />5 <br />Z <br />R=50' <br />0= 720 32'33" <br />L= 63.31' <br />51 <br />" 4.222 <br />X <br />W W <br />J O <br />SCALE p 0 <br />Horizontal: 1"=50' O O z <br />Vertical: I"=5' 2 :2 <br />52 53 54 <br />47 <br />i� <br />a <br />2% <br />—3"Asphaltic cement <br />pavement (ACP) <br />2% <br />... <br />.. <br />:-...... . ..... . <br />.:. <br />�e <br />77 <br />I ["Aggregate base (AB) <br />Compacted subgrade <br />PAVEMENT DETAIL <br />DETAIL A <br />N. T. S. <br />5 <br />M <br />Varies 12' 1 Varies Varies 15, 15' <br />3 Drainage <br />I <br />�Iditch <br />_ 3 <br />Aggregate base (AB) -I 'I -11- JI 7eD <br />daylight to ditch 3 <br />d= 1.5' min.(Seeplan and profile drawing Seetail A <br />for f[. EL.) Earthfill <br />ACCESS ROAD <br />SECTION A -A <br />I"= 20' <br />30Access Road 50'-70' <br />12' , 12 Varies 12' Varies <br />Existing ground surface <br />Soil berm (Typ.) <br />15 /� ` g± Z::Z�l Existing ground surface <br />fd=1.5'min. (See plan and profile d=1.5 min, <br />7 drawing for ft EL.) See Detail A (See plan and profile <br />Drainage ditch (Typ.)7 drawing for FL EL.) <br />ACCESS ROAD WITH BUFFER BERMS <br />SECTION B -B <br />C=20' <br />w <br />J <br />O n <br />O J <br />Existing ground surface 100' <br />40' VariesVaries <br />15� 15' <br />Equipment access Drainage <br />corridor ditch a 12' 12' Q r" Drainage ditch <br />Ft. left _I(= 3 �� __l� �l—�.righT_ <br />.lu--Ii1- (0.5below rL rt.). 3 3 - <br />2' 2' <br />See Detail A_j Subgrade construction \ <br />ACCESS ROAD WITH EQUIPMENT ACCESS CORRIDOR <br />SECTION C -C <br />1' = 20' <br />Top of buffer berm <br />Stu. 21+80 <br />Approved pipe bedding <br />access road (95% relative compaction) <br />17 0' <br />4.3 3. I' 3' 1 3.1 3 <br />' 3' .1 3' 3.1 4.3' <br />/ <br />0' 2, 4-30" RCP, Class IV E 2'� 10 0.5 n n n n <br />�-2 , 4`--1 <br />I � t1nIet <br />FL 109.00 <br />Rip -rap <br />S -o.007 _L <br />I I �I <br />Compacted sub -grade <br />95% relative compaction � E <br />Outlet FL 108.15 <br />CULVERT SECTION <br />SECTION D -D <br />I"= 20' <br />Rip -rap <br />30' <br />SECTION E -E <br />NORTH COUNTY SANITARY LANDFILL <br />ACCESS ROAD <br />STA.48+00.00 TO STA.52+15.39 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DRAWING N0. <br />4 <br />PROJECT NO. <br />939-02.25 <br />I 19 90 <br />ISSLJO fur !:lien) reVWW <br />REV <br />DATE <br />.DESCRIPTION <br />OWN BY <br />DES BY <br />CHK BY <br />APP BY <br />DATE OF ISSUE DWN BY B.S. CHK BY T.A. <br />Jon. 1990 DES BYT.D. APP By F.C. <br />Rip -rap <br />30' <br />SECTION E -E <br />NORTH COUNTY SANITARY LANDFILL <br />ACCESS ROAD <br />STA.48+00.00 TO STA.52+15.39 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DRAWING N0. <br />4 <br />PROJECT NO. <br />939-02.25 <br />