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05051 <br />R=50 I <br />Z�= 252°32 33/ <br />L = 220.38 <br />Center Cul-de-sac 38' left <br />N 5,614.95, E 11,178.67 <br />n CO o <br />U-1 U-1 o <br />Z) O ' <br />0 � <br />00 Z <br />2 2 <br />53 54 <br />4 - <br />12' <br />3 Asphaltic concrete <br />pavement (ACP) <br />2%. 2% - 5 <br />--_� <br />0 <br />%ar�- <br />I" Aggregate base (AB) <br />18" compacted subgrode (95% max. density) <br />PAVEMENT DETAIL <br />DETAIL I <br />N.T.S. !R -V- <br />DESIGN NOTE: Structural section based on T1=7.0, R value=40 <br />Varies 12' Varies Varies 15' 15' <br />12� 12' <br />3 3' <br />�D o 3 I Drainage �— Existing ground surface <br />ditch <br />I 2 2 r- �l 5% 2% 2% 5% <br />Aggregate base (AB) -I —11 - —� 1 <br />daylight to ditch 3 <br />d= 1.5' min. <br />(See plan and profile drawing See Detail I <br />for FL EL.) Earthfill .3 R•3 <br />ACCESS ROAD <br />SECTION A <br />C - 20 R -I Z-2 3 <br />50'-70' 30' Access Road 50'-70' <br />Varies ;2' Varies 12' i 12' Varies 12' Varies <br />3— I �3' <br />2 2 5% � 5% 2 <br />I I 8± 2% 111 <br />dl= 1.5'min. (See plan and profile I 1 d=1.5' min. <br />drawing for FL EL.) See Detail 3R' (See plan and profile <br />Drainage ditch (Typ) drawing for FL EL.) <br />ACCESS ROAD WITH BUFFER BERMS <br />SECTION B <br />I"= 20 R-2 R-3 <br />100' <br />nd surface <br />VariesVaries <br />- 15' 15' <br />Equipment access <br />%ke 12' I2' <br />corridor - 3' Drainage ditch00 <br />h <br />ditc,S % �+ 5 0/ <br />2% 2510 <br />FL S-1ft _IL 3 1 _ Iright _ <br />( 0.5' below `L rt.) 3 <br />2 2' <br />I Subgrade construction <br />ee Detail -4R-4 <br />ACCESS ROAD WITH EQUIPMENT ACCESS CORRIDOR <br />SECTION c <br />I"= 20' <br />(NIC) <br />E <br />170 <br />10, 2, 4-30 2 RCP, Class IV 1 - 10 <br />3 _I I I3 I <br />Inlet FL 109.00 <br />Rip -rap <br />S70.005 <br />\—Compacted sub- rade <br />9 <br />95% relative compaction <br />CULVERT SECTION <br />"N),I <br />SECTION D <br />I"=20' R-2 R-3 <br />11, <br />1110 <br />1 <br />41&2 <br />II -21-90 <br />Issue for bid purposes <br />— <br />— <br />Drain .. <br />REV <br />• <br />DESCRIPTION <br />DWN BY <br />DES BY <br />CNK BY <br />APO BY <br />DATE OF ISSUE DWN BY B.S. CHK BY T.A. <br />Jan. 1990 DES BY T.D. APP BY F.C. <br />•. <br />... <br />pavement• <br />• <br />• <br />• <br />• .. <br />�• <br />i <br />I <br />tor <br />� <br />1� <br />--Mmug UV <br />WE <br />—. <br />L3'shoulde <br />• <br />... <br />L 63.3 If <br />s <br />LEI <br />Drainage <br />E.1 1••• <br />• <br />• <br />• <br />SCALE <br />Horizontal: • <br />Vertical: <br />48 <br />49 <br />50 <br />or <br />FL <br />re <br />• <br />� • � <br />• <br />��•l�• � <br />� <br />� �� <br />� <br />�� <br />Ill- <br />� <br />ii <br />Iw <br />i <br />i=i��i <br />i■ <br />�iii� ��.�� ZI <br />• <br />lip <br />\Ilei. VIII-! •1 •lI <br />l->•�� <br />•1�1111I�; <br />��� <br />: <br />� � <br />,ii�� <br />R=50 I <br />Z�= 252°32 33/ <br />L = 220.38 <br />Center Cul-de-sac 38' left <br />N 5,614.95, E 11,178.67 <br />n CO o <br />U-1 U-1 o <br />Z) O ' <br />0 � <br />00 Z <br />2 2 <br />53 54 <br />4 - <br />12' <br />3 Asphaltic concrete <br />pavement (ACP) <br />2%. 2% - 5 <br />--_� <br />0 <br />%ar�- <br />I" Aggregate base (AB) <br />18" compacted subgrode (95% max. density) <br />PAVEMENT DETAIL <br />DETAIL I <br />N.T.S. !R -V- <br />DESIGN NOTE: Structural section based on T1=7.0, R value=40 <br />Varies 12' Varies Varies 15' 15' <br />12� 12' <br />3 3' <br />�D o 3 I Drainage �— Existing ground surface <br />ditch <br />I 2 2 r- �l 5% 2% 2% 5% <br />Aggregate base (AB) -I —11 - —� 1 <br />daylight to ditch 3 <br />d= 1.5' min. <br />(See plan and profile drawing See Detail I <br />for FL EL.) Earthfill .3 R•3 <br />ACCESS ROAD <br />SECTION A <br />C - 20 R -I Z-2 3 <br />50'-70' 30' Access Road 50'-70' <br />Varies ;2' Varies 12' i 12' Varies 12' Varies <br />3— I �3' <br />2 2 5% � 5% 2 <br />I I 8± 2% 111 <br />dl= 1.5'min. (See plan and profile I 1 d=1.5' min. <br />drawing for FL EL.) See Detail 3R' (See plan and profile <br />Drainage ditch (Typ) drawing for FL EL.) <br />ACCESS ROAD WITH BUFFER BERMS <br />SECTION B <br />I"= 20 R-2 R-3 <br />100' <br />nd surface <br />VariesVaries <br />- 15' 15' <br />Equipment access <br />%ke 12' I2' <br />corridor - 3' Drainage ditch00 <br />h <br />ditc,S % �+ 5 0/ <br />2% 2510 <br />FL S-1ft _IL 3 1 _ Iright _ <br />( 0.5' below `L rt.) 3 <br />2 2' <br />I Subgrade construction <br />ee Detail -4R-4 <br />ACCESS ROAD WITH EQUIPMENT ACCESS CORRIDOR <br />SECTION c <br />I"= 20' <br />(NIC) <br />E <br />170 <br />10, 2, 4-30 2 RCP, Class IV 1 - 10 <br />3 _I I I3 I <br />Inlet FL 109.00 <br />Rip -rap <br />S70.005 <br />\—Compacted sub- rade <br />9 <br />95% relative compaction <br />CULVERT SECTION <br />"N),I <br />SECTION D <br />I"=20' R-2 R-3 <br />Gw� QNN3. V5010411 � I <br />Outlet FL. 108.15 <br />Rip-rop- <br />2 <br />'1I <br />Soil berm (Typ.) <br />Existinq qround surface <br />W <br />J � <br />D � <br />O J ,� <br />N <br />Top of buffer berm <br />Sta. 21+80 <br />Approved pipe bedding <br />access road (95% relative compaction)7 <br />Em(on <br />Associates <br />SACRAMENTO, CALIFORNIA <br />30' <br />SECTION(R-3E <br />N.T.S. R-3 <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />SECTIONS AND DETAILS <br />DRAWING NO. <br />R-3 <br />PROJECT NO <br />939-02.2+ <br />0 <br />II -21-90 <br />Issue for bid purposes <br />— <br />— <br />REV <br />DATE <br />DESCRIPTION <br />DWN BY <br />DES BY <br />CNK BY <br />APO BY <br />DATE OF ISSUE DWN BY B.S. CHK BY T.A. <br />Jan. 1990 DES BY T.D. APP BY F.C. <br />Gw� QNN3. V5010411 � I <br />Outlet FL. 108.15 <br />Rip-rop- <br />2 <br />'1I <br />Soil berm (Typ.) <br />Existinq qround surface <br />W <br />J � <br />D � <br />O J ,� <br />N <br />Top of buffer berm <br />Sta. 21+80 <br />Approved pipe bedding <br />access road (95% relative compaction)7 <br />Em(on <br />Associates <br />SACRAMENTO, CALIFORNIA <br />30' <br />SECTION(R-3E <br />N.T.S. R-3 <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />SECTIONS AND DETAILS <br />DRAWING NO. <br />R-3 <br />PROJECT NO <br />939-02.2+ <br />