|
1
<br />Qc
<br />noemrr��.• r�rr NEW
<br />A ^w.. EXASTINO DRIVEWAY CUI.V£RT' APPR*X.
<br />11_
<br />INFORMATION DNdENSIONS M6IPONT
<br />INN
<br />/f i WIDTH r DIA x LF FL ELEV
<br />S/ope Tb Ora✓/t 9�0 �.f. » ID # (ft) CULVERT SURFACE (in x ft) (ft)
<br />..... --------------------
<br />� ' / ` � M V , 1 45 - AC 12 x 45 7.3
<br />' l 5 6 8 Malt! E
<br />O 4 ' MalGh toTa af6ra 2 34 12" CP AC - 7. 1
<br />A rox E L1 A x. E/eK �.0' 5.0'
<br />/� Approx. E/e� 3•(0 'lC�, 3 48 - AB 12 x 48 5.5
<br />4 - 15 - AC 12 x 15 4.9
<br />5 16 AC 12 x 16 4.7
<br />ij M4tCh i 7o T of0d i►+ G _
<br />6 23 8 24- AC 12 x 23 4.6
<br />1, • *a 24 X . 7 20 AB 12 x 20 4.4
<br />AC
<br />q i` �►� �° 9 15 - AB 12r . 2-15
<br />J it 10 15 - AB 44- * 44- 4B-.-5
<br />1 y \ I 11 15 _ AB 44, it }r -8.4
<br />! f r \I It 12 15 AB 14 3E- SFr +---17
<br />4 .. 13 25 - AB 1-2--x e5-
<br />® ` 14 20 12" CP AC _ -4--7-
<br />C,
<br />=-7-C,. 15 15 12" CP AC -
<br />�q 16 15 12" CP AC - 4.3
<br />17 15 • �A 11' 4.
<br />18 15 12" CP AB 12 jr 33 6.9
<br />ftnj
<br />C 11 Ate' w '`C ' e IL{ 20 30 6" CP AC � � 6:4
<br />t 1� I � "." C71� ��� �� �► 1 NIL .d
<br />9 U 21 30 6" CP A x
<br />22 30 101,
<br />CP AB +2- -x-38• -5.2-
<br />O ° ♦ • O 24 15 8" CP AB x irr 4 .
<br />o
<br />14 \ fr 25
<br />h O `��� �'�" 'Pave pa iXe
<br />area wi out efi d
<br />Z 23 w ,. /V L drive s, tor t verify ation
<br />! �+ - t • �ir and d ored i ways owner.
<br />• i �� �k3j �" i 26 ■��
<br />Abp—r \ Gra 1 rki to ar wi ou def' ed
<br />5CALE:/'�kb' t N� C. drive ys, con ct0r rify o tion
<br />`� IIid of ired d eways h owner.
<br />jj
<br />=r
<br />J*
<br />1 h oi C v .. s 27 #aa••aa�aa•
<br />turnout and hus--leadiey sane,
<br />a 1 i
<br />99stractor to verify location and width; o#.
<br />'1 d* q r required driveways wit# pr4ac4pal-
<br />M r = I` 4, xyl
<br />LEGEND__
<br />t i ++ s • AC Asphalt Concrete Pavement
<br />\ + I& AB Aggr-egate Base Gravel
<br />CMP Corrugated Metal Pipe
<br />CP Concrete Pipe
<br />t _ • - �/ ` ) - r.+ ___ � Existing 12" Culvert
<br />�% *• O New 12" Culvert
<br />L 00000
<br />Shoulder Ditch
<br />2 ,• M 24 r �• ---- Storm Drain Pipe
<br />IF Storm Drain Inlet
<br />1 >� % I
<br />Storm Drain Manhole
<br />ri
<br />r. y`
<br />�.,. _ "► _ ' ••�.�.... ► s' '"� ? 1R ♦ .I GENERAL NOTES:
<br />Contractor to construct shoulder ditch along
<br />-+ �� .� • �.•. , �� existing drainage alignment wherever possible.
<br />ylr � \t► Deviations from existing alignment, or location
<br />Islip curof rently itch sexists, shall be appreas where'no rovednage ditch
<br />` r � : /d' .�� � �► y approved in advance
<br />.� t �� • �. A' by the Construction Manager / Inspector.
<br />r . /r` •►Q "� /Y•j.0 C SEE DETAIL 24
<br />`�4P*Contractor to remove and dispose of all material
<br />K f ff �- �111JJJ x� % Nexcavated from shoulder ditch.
<br />It
<br />� � � • * Contractor to provide. 12" CMP culvert at each
<br />• It C• driveway location, or salvage and replace any
<br />it existing 12" culvert, and resurface excavated
<br />Nil
<br />As driveway area in kind. 1
<br />✓alAlh � -- SEE DETAIL 24
<br />0 . b,* Contractor to contact U.S.A. to establish the
<br />r j # / t i1► location of existing underground utilities prior
<br />-- •� ` rox. 7♦; to excavation. 1-800-642-2444
<br />® pt. w� �' !, •�� �t ® * Contractor shall replace and restore any public
<br />��-- T, or private improvements damaged during the
<br />\ . ` ` * "� �� fi x ' construction of the shoulder ditch and culverts.
<br />Ilk�1 .."'A. glevl�9-5
<br />ask'! I Cr N0. 32192 a
<br />K'wisions K"ELDSEN , SINNOCK & ASSOCIATES , .INC .
<br />1• dale by description
<br />C,O N S U L T 1 N G C I V I L ENG 1' N E E R S
<br />_1117 W. FREMONT STREET Submillell -
<br />STC -KTON . CALIFORNIA sIP/fqCK
<br />130 1 946 , 0268 Approved
<br />c Z/2;jj Z
<br />CIVI
<br />OF C
<br />COUNTY SERVICE AREA . NO. 12
<br />SAN JOAO N COUNTY, CALIFORNIA
<br />rovrlRecommended
<br />COUNTY OF SAN JOAQU�IN THORNTON STORM DRAINAIGE PROJECT
<br />PHASE
<br />SHOULDER DITCH GRADING
<br />G �IJ(V
<br />SHEET TOTAL
<br />NO. SHEETS
<br />2:5 24
<br />i
<br />1
<br />Qc
<br />noemrr��.• r�rr NEW
<br />A ^w.. EXASTINO DRIVEWAY CUI.V£RT' APPR*X.
<br />11_
<br />INFORMATION DNdENSIONS M6IPONT
<br />INN
<br />/f i WIDTH r DIA x LF FL ELEV
<br />S/ope Tb Ora✓/t 9�0 �.f. » ID # (ft) CULVERT SURFACE (in x ft) (ft)
<br />..... --------------------
<br />� ' / ` � M V , 1 45 - AC 12 x 45 7.3
<br />' l 5 6 8 Malt! E
<br />O 4 ' MalGh toTa af6ra 2 34 12" CP AC - 7. 1
<br />A rox E L1 A x. E/eK �.0' 5.0'
<br />/� Approx. E/e� 3•(0 'lC�, 3 48 - AB 12 x 48 5.5
<br />4 - 15 - AC 12 x 15 4.9
<br />5 16 AC 12 x 16 4.7
<br />ij M4tCh i 7o T of0d i►+ G _
<br />6 23 8 24- AC 12 x 23 4.6
<br />1, • *a 24 X . 7 20 AB 12 x 20 4.4
<br />AC
<br />q i` �►� �° 9 15 - AB 12r . 2-15
<br />J it 10 15 - AB 44- * 44- 4B-.-5
<br />1 y \ I 11 15 _ AB 44, it }r -8.4
<br />! f r \I It 12 15 AB 14 3E- SFr +---17
<br />4 .. 13 25 - AB 1-2--x e5-
<br />® ` 14 20 12" CP AC _ -4--7-
<br />C,
<br />=-7-C,. 15 15 12" CP AC -
<br />�q 16 15 12" CP AC - 4.3
<br />17 15 • �A 11' 4.
<br />18 15 12" CP AB 12 jr 33 6.9
<br />ftnj
<br />C 11 Ate' w '`C ' e IL{ 20 30 6" CP AC � � 6:4
<br />t 1� I � "." C71� ��� �� �► 1 NIL .d
<br />9 U 21 30 6" CP A x
<br />22 30 101,
<br />CP AB +2- -x-38• -5.2-
<br />O ° ♦ • O 24 15 8" CP AB x irr 4 .
<br />o
<br />14 \ fr 25
<br />h O `��� �'�" 'Pave pa iXe
<br />area wi out efi d
<br />Z 23 w ,. /V L drive s, tor t verify ation
<br />! �+ - t • �ir and d ored i ways owner.
<br />• i �� �k3j �" i 26 ■��
<br />Abp—r \ Gra 1 rki to ar wi ou def' ed
<br />5CALE:/'�kb' t N� C. drive ys, con ct0r rify o tion
<br />`� IIid of ired d eways h owner.
<br />jj
<br />=r
<br />J*
<br />1 h oi C v .. s 27 #aa••aa�aa•
<br />turnout and hus--leadiey sane,
<br />a 1 i
<br />99stractor to verify location and width; o#.
<br />'1 d* q r required driveways wit# pr4ac4pal-
<br />M r = I` 4, xyl
<br />LEGEND__
<br />t i ++ s • AC Asphalt Concrete Pavement
<br />\ + I& AB Aggr-egate Base Gravel
<br />CMP Corrugated Metal Pipe
<br />CP Concrete Pipe
<br />t _ • - �/ ` ) - r.+ ___ � Existing 12" Culvert
<br />�% *• O New 12" Culvert
<br />L 00000
<br />Shoulder Ditch
<br />2 ,• M 24 r �• ---- Storm Drain Pipe
<br />IF Storm Drain Inlet
<br />1 >� % I
<br />Storm Drain Manhole
<br />ri
<br />r. y`
<br />�.,. _ "► _ ' ••�.�.... ► s' '"� ? 1R ♦ .I GENERAL NOTES:
<br />Contractor to construct shoulder ditch along
<br />-+ �� .� • �.•. , �� existing drainage alignment wherever possible.
<br />ylr � \t► Deviations from existing alignment, or location
<br />Islip curof rently itch sexists, shall be appreas where'no rovednage ditch
<br />` r � : /d' .�� � �► y approved in advance
<br />.� t �� • �. A' by the Construction Manager / Inspector.
<br />r . /r` •►Q "� /Y•j.0 C SEE DETAIL 24
<br />`�4P*Contractor to remove and dispose of all material
<br />K f ff �- �111JJJ x� % Nexcavated from shoulder ditch.
<br />It
<br />� � � • * Contractor to provide. 12" CMP culvert at each
<br />• It C• driveway location, or salvage and replace any
<br />it existing 12" culvert, and resurface excavated
<br />Nil
<br />As driveway area in kind. 1
<br />✓alAlh � -- SEE DETAIL 24
<br />0 . b,* Contractor to contact U.S.A. to establish the
<br />r j # / t i1► location of existing underground utilities prior
<br />-- •� ` rox. 7♦; to excavation. 1-800-642-2444
<br />® pt. w� �' !, •�� �t ® * Contractor shall replace and restore any public
<br />��-- T, or private improvements damaged during the
<br />\ . ` ` * "� �� fi x ' construction of the shoulder ditch and culverts.
<br />Ilk�1 .."'A. glevl�9-5
<br />ask'! I Cr N0. 32192 a
<br />K'wisions K"ELDSEN , SINNOCK & ASSOCIATES , .INC .
<br />1• dale by description
<br />C,O N S U L T 1 N G C I V I L ENG 1' N E E R S
<br />_1117 W. FREMONT STREET Submillell -
<br />STC -KTON . CALIFORNIA sIP/fqCK
<br />130 1 946 , 0268 Approved
<br />c Z/2;jj Z
<br />CIVI
<br />OF C
<br />COUNTY SERVICE AREA . NO. 12
<br />SAN JOAO N COUNTY, CALIFORNIA
<br />rovrlRecommended
<br />COUNTY OF SAN JOAQU�IN THORNTON STORM DRAINAIGE PROJECT
<br />PHASE
<br />SHOULDER DITCH GRADING
<br />G �IJ(V
<br />SHEET TOTAL
<br />NO. SHEETS
<br />2:5 24
<br />
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