|
CATCH BASIN DATA
<br />12" INV. AT C.B.-58 = q.6q
<br />4g L. F. - 12 R. G. P. AT 5=. 005
<br />12" INV. AT 5. D. M. H. -2q = g. 44 1 q
<br />N
<br />45
<br />+ 4q L. F.
<br />�. 12" RG.P. �
<br />AT 5=.. 005
<br />367 L. F. x
<br />12" P. V. G. Pil
<br />VI + \ I \
<br />I
<br />5 lT
<br />5
<br />EX. 6' P. V. c. /5 # 3 !
<br />swrrler peer + 15,,
<br />INSTALL A 40' HP TO HP DRIVEWAY y
<br />5EE STORM DRAIN
<br />OUTFALL LINE "B"
<br />ON SHEET I q.
<br />46 I 47
<br />REMOVE PLU6 AND
<br />CONNECT TO EX. 8"
<br />SANITARY SEWER.
<br />48 49
<br />522 L. F. -
<br />12Q" P. V. G.
<br />A
<br />ww 16 $=.0025
<br />5 �
<br />15.24
<br />`I
<br />WPM 121
<br />CENTERED ON THE MOBILE HOME PARK I • a e' P. V. c.
<br />ACCESS ROAD, AS PER THE SAN JOAOUIN slvrrners�e
<br />a. a' P.V.6.---
<br />COUNTY STANDARDS DRAW I N6 NO. R-16. 5wiTAzr 5g& 0
<br />x
<br />�, I
<br />44
<br />i$
<br />16
<br />14
<br />12
<br />10
<br />6
<br />4
<br />2
<br />0
<br />-2
<br />SEE THE OAKWOOD LAKE SUBDIVISION
<br />OFF-SITE SEWER PLANS FOR PUMP
<br />STATION NO. 3 AND THE EXI5TIN6
<br />SEWER LINE5.
<br />EX. M. H.
<br />ETC. RIM=15.7
<br />��
<br />29 .
<br />0 0�
<br />1
<br />3
<br />EX. M. H. 5=.
<br />RIM=15.71
<br />!qg 42
<br />380 L. F. 45
<br />B" P. V. G.
<br />AT S=.0035
<br />43 42 41 40
<br />51
<br />50
<br />52
<br />FH
<br />145'
<br />14.,8 w� 51
<br />39
<br />37
<br />�- PLm I GE1_1_A GOL)R7
<br />I-;
<br />SCALE: 1"=40'
<br />N
<br />h
<br />N
<br />PROPOSED TOP OF
<br />(4Aj" ROLL TYPE) -
<br />12" P. V. G
<br />27.
<br />I.
<br />0�' N
<br />UJRB�
<br />U-
<br />5601 F. 8" P. Y. G. AT 5=.0035
<br />P
<br />u
<br />26.
<br />I
<br />11i I
<br />53 54 55 56 57 Z
<br />2q L' F. ti 12" R. C. I
<br />AT 5= . 005
<br />1 � � 58
<br />14.39 14.16
<br />B6 a 5=. arts ry ►V �R
<br />-es CB^fJ9 �i _r .
<br />23
<br />Awa
<br />M g n 08 60
<br />14.39 14.16 /
<br />17 L. F. j 1 J I
<br />12" R. G. P. I I 400 L. F.
<br />AT 5=. 005 1 8" P. V. G. 245 L. F.
<br />AT 5=.0035 12" R.G.P.
<br />I�I AT S=.004
<br />36 35 34 PARK
<br />I I
<br />I I
<br />I
<br />124 L. F.
<br />20 12" R. G. P.
<br />AT S=. 005
<br />SEE SHEET 20 FOR THE
<br />PROFILE OF STORM DRAIN
<br />FROM GB -54 TO GB•r60
<br />GATG1-1 BASIN DATA
<br />12" INV. AT C.B.-5q = 7.81
<br />2q L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. AT 5. D. M. H. -25 = 7. 66
<br />12" INV. AT G. B.-54 = 10.74
<br />124 L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. (IN) AT C.B.-650 = 10.12
<br />12" INV. (OUT) AT G. B. X60 = q. 62
<br />17 L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. AT 5. D. M. H. -25 = q. 53
<br />25. 24.
<br />1r
<br />m
<br />Imo -V Imo -V 0)U Imo -v
<br />EX. 6ROON12
<br />M. H.* 64 5= .61025 5. D. M. H. 25
<br />RIM=14.4 RIM=14.1
<br />l� h'
<br />ley� l�
<br />yob
<br />23.
<br />59 l o
<br />F
<br />z
<br />0
<br />�o
<br />cc ,,
<br />�� 7V _c co
<br />W ` E mo
<br />L _ Ln
<br />Q Z c >- z
<br />t= r z
<br />I m pp
<br />W o
<br />O Wu
<br />Z M
<br />kDt�
<br />N 0 n
<br />V1 V Z moo
<br />W V) a
<br />l�
<br />f Q
<br />IL
<br />IL
<br />3 IZ 200 N Q
<br />lu
<br />22. Q v
<br />ZO�
<br />o -1 :9t
<br />ili vi
<br />"v w
<br />H
<br />1$ � Q �
<br />Q1
<br />Z
<br />14 >[ N
<br />12 Q
<br />12" P.V.6. WATER 10
<br />245 L. F. 12" R.G. P. AT 5=. Opp $
<br />RYAN CARREL, R.C.E. 61619
<br />( #25 TO MH #2C7) DAVE SKIDMORE, L.S. 7126
<br />6
<br />QROFESS/p�,_
<br />4�
<br />400 L. F. 8" P. V. G. AT 5=. 0035
<br />No.61619 �^
<br />2 Ezp.6-30-07
<br />( MH #63 TO MH #64) CIVIL
<br />0 qFOpllf
<br />-2 DRAWN BY: J• S. H.
<br />DATE: AUll 14, 2006
<br />SCALE: NOTED
<br />DWG: 2866-CPPP
<br />(� CHECKED: KA
<br /># JOB # 246(9-04
<br />2 - SHEET
<br />� SCALE
<br />4 HORIZONTAL i -40
<br />� VERTICAL i"=4' OF 107
<br />26
<br />CURVE
<br />TABLE
<br />CURVE
<br />DELTA
<br />RADIU5
<br />LENGTH
<br />CHORD
<br />TAN6ENT
<br />DESC.
<br />3
<br />10°05'33'
<br />300.00'
<br />52.84'
<br />52.78'
<br />26.4q'
<br />CL
<br />10005'33'
<br />323.00'
<br />56. g0'
<br />56.62'
<br />26.52'
<br />FL
<br />10005'33'
<br />277.00'
<br />48. 7q'
<br />46.73'
<br />24.46'
<br />FL
<br />10°05'33'
<br />270.00'
<br />47.56'
<br />47.50'
<br />23.84'
<br />PL
<br />36
<br />10'05'33'
<br />330.00'
<br />58.13'
<br />58.05'
<br />2q. 14'
<br />PL
<br />10°05'33'
<br />312.00'
<br />54. q6'
<br />54.8q'
<br />27.55'
<br />M
<br />UM
<br />10°05'33'
<br />288.00'
<br />50.73'
<br />50.67'
<br />25.43'
<br />5
<br />9'20'25'
<br />300.00'
<br />48. q1'
<br />46.85'
<br />24.51'
<br />a
<br />q020'25'
<br />277.00'
<br />45.16'
<br />45.11'
<br />22.63'
<br />FL
<br />t
<br />q°20'25"
<br />323.00'
<br />52.66'
<br />52.60'
<br />26.3q'
<br />FL
<br />4
<br />q920'25'
<br />330.60'
<br />53.80'
<br />53.74'
<br />26. q6'
<br />PL
<br />9°20'25'
<br />270.60'
<br />44.02'
<br />43. q7'
<br />22.06'
<br />PL
<br />q°20'25'
<br />288.00'
<br />46. q5'
<br />46. q0'
<br />23.53'
<br />H
<br />q°20'25'
<br />312.00'
<br />50.86'
<br />50.61'
<br />25.4q'
<br />5
<br />U46
<br />36052'12'
<br />57.00'
<br />36.68'
<br />36.05'
<br />1q. 00'
<br />FL
<br />253°44'23'
<br />43.00'
<br />1gOm43'
<br />68.80'
<br />57.33'
<br />FL
<br />3b°52'12'
<br />50.00'
<br />32.16'
<br />31.62'
<br />16.67'
<br />PL
<br />253.44'23'
<br />50.00'
<br />221.43'
<br />60.00'
<br />66.67'
<br />PL
<br />i$
<br />16
<br />14
<br />12
<br />10
<br />6
<br />4
<br />2
<br />0
<br />-2
<br />SEE THE OAKWOOD LAKE SUBDIVISION
<br />OFF-SITE SEWER PLANS FOR PUMP
<br />STATION NO. 3 AND THE EXI5TIN6
<br />SEWER LINE5.
<br />EX. M. H.
<br />ETC. RIM=15.7
<br />��
<br />29 .
<br />0 0�
<br />1
<br />3
<br />EX. M. H. 5=.
<br />RIM=15.71
<br />!qg 42
<br />380 L. F. 45
<br />B" P. V. G.
<br />AT S=.0035
<br />43 42 41 40
<br />51
<br />50
<br />52
<br />FH
<br />145'
<br />14.,8 w� 51
<br />39
<br />37
<br />�- PLm I GE1_1_A GOL)R7
<br />I-;
<br />SCALE: 1"=40'
<br />N
<br />h
<br />N
<br />PROPOSED TOP OF
<br />(4Aj" ROLL TYPE) -
<br />12" P. V. G
<br />27.
<br />I.
<br />0�' N
<br />UJRB�
<br />U-
<br />5601 F. 8" P. Y. G. AT 5=.0035
<br />P
<br />u
<br />26.
<br />I
<br />11i I
<br />53 54 55 56 57 Z
<br />2q L' F. ti 12" R. C. I
<br />AT 5= . 005
<br />1 � � 58
<br />14.39 14.16
<br />B6 a 5=. arts ry ►V �R
<br />-es CB^fJ9 �i _r .
<br />23
<br />Awa
<br />M g n 08 60
<br />14.39 14.16 /
<br />17 L. F. j 1 J I
<br />12" R. G. P. I I 400 L. F.
<br />AT 5=. 005 1 8" P. V. G. 245 L. F.
<br />AT 5=.0035 12" R.G.P.
<br />I�I AT S=.004
<br />36 35 34 PARK
<br />I I
<br />I I
<br />I
<br />124 L. F.
<br />20 12" R. G. P.
<br />AT S=. 005
<br />SEE SHEET 20 FOR THE
<br />PROFILE OF STORM DRAIN
<br />FROM GB -54 TO GB•r60
<br />GATG1-1 BASIN DATA
<br />12" INV. AT C.B.-5q = 7.81
<br />2q L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. AT 5. D. M. H. -25 = 7. 66
<br />12" INV. AT G. B.-54 = 10.74
<br />124 L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. (IN) AT C.B.-650 = 10.12
<br />12" INV. (OUT) AT G. B. X60 = q. 62
<br />17 L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. AT 5. D. M. H. -25 = q. 53
<br />25. 24.
<br />1r
<br />m
<br />Imo -V Imo -V 0)U Imo -v
<br />EX. 6ROON12
<br />M. H.* 64 5= .61025 5. D. M. H. 25
<br />RIM=14.4 RIM=14.1
<br />l� h'
<br />ley� l�
<br />yob
<br />23.
<br />59 l o
<br />F
<br />z
<br />0
<br />�o
<br />cc ,,
<br />�� 7V _c co
<br />W ` E mo
<br />L _ Ln
<br />Q Z c >- z
<br />t= r z
<br />I m pp
<br />W o
<br />O Wu
<br />Z M
<br />kDt�
<br />N 0 n
<br />V1 V Z moo
<br />W V) a
<br />l�
<br />f Q
<br />IL
<br />IL
<br />3 IZ 200 N Q
<br />lu
<br />22. Q v
<br />ZO�
<br />o -1 :9t
<br />ili vi
<br />"v w
<br />H
<br />1$ � Q �
<br />Q1
<br />Z
<br />14 >[ N
<br />12 Q
<br />12" P.V.6. WATER 10
<br />245 L. F. 12" R.G. P. AT 5=. Opp $
<br />RYAN CARREL, R.C.E. 61619
<br />( #25 TO MH #2C7) DAVE SKIDMORE, L.S. 7126
<br />6
<br />QROFESS/p�,_
<br />4�
<br />400 L. F. 8" P. V. G. AT 5=. 0035
<br />No.61619 �^
<br />2 Ezp.6-30-07
<br />( MH #63 TO MH #64) CIVIL
<br />0 qFOpllf
<br />-2 DRAWN BY: J• S. H.
<br />DATE: AUll 14, 2006
<br />SCALE: NOTED
<br />DWG: 2866-CPPP
<br />(� CHECKED: KA
<br /># JOB # 246(9-04
<br />2 - SHEET
<br />� SCALE
<br />4 HORIZONTAL i -40
<br />� VERTICAL i"=4' OF 107
<br />26
<br />!qg 42
<br />380 L. F. 45
<br />B" P. V. G.
<br />AT S=.0035
<br />43 42 41 40
<br />51
<br />50
<br />52
<br />FH
<br />145'
<br />14.,8 w� 51
<br />39
<br />37
<br />�- PLm I GE1_1_A GOL)R7
<br />I-;
<br />SCALE: 1"=40'
<br />N
<br />h
<br />N
<br />PROPOSED TOP OF
<br />(4Aj" ROLL TYPE) -
<br />12" P. V. G
<br />27.
<br />I.
<br />0�' N
<br />UJRB�
<br />U-
<br />5601 F. 8" P. Y. G. AT 5=.0035
<br />P
<br />u
<br />26.
<br />I
<br />11i I
<br />53 54 55 56 57 Z
<br />2q L' F. ti 12" R. C. I
<br />AT 5= . 005
<br />1 � � 58
<br />14.39 14.16
<br />B6 a 5=. arts ry ►V �R
<br />-es CB^fJ9 �i _r .
<br />23
<br />Awa
<br />M g n 08 60
<br />14.39 14.16 /
<br />17 L. F. j 1 J I
<br />12" R. G. P. I I 400 L. F.
<br />AT 5=. 005 1 8" P. V. G. 245 L. F.
<br />AT 5=.0035 12" R.G.P.
<br />I�I AT S=.004
<br />36 35 34 PARK
<br />I I
<br />I I
<br />I
<br />124 L. F.
<br />20 12" R. G. P.
<br />AT S=. 005
<br />SEE SHEET 20 FOR THE
<br />PROFILE OF STORM DRAIN
<br />FROM GB -54 TO GB•r60
<br />GATG1-1 BASIN DATA
<br />12" INV. AT C.B.-5q = 7.81
<br />2q L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. AT 5. D. M. H. -25 = 7. 66
<br />12" INV. AT G. B.-54 = 10.74
<br />124 L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. (IN) AT C.B.-650 = 10.12
<br />12" INV. (OUT) AT G. B. X60 = q. 62
<br />17 L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. AT 5. D. M. H. -25 = q. 53
<br />25. 24.
<br />1r
<br />m
<br />Imo -V Imo -V 0)U Imo -v
<br />EX. 6ROON12
<br />M. H.* 64 5= .61025 5. D. M. H. 25
<br />RIM=14.4 RIM=14.1
<br />l� h'
<br />ley� l�
<br />yob
<br />23.
<br />59 l o
<br />F
<br />z
<br />0
<br />�o
<br />cc ,,
<br />�� 7V _c co
<br />W ` E mo
<br />L _ Ln
<br />Q Z c >- z
<br />t= r z
<br />I m pp
<br />W o
<br />O Wu
<br />Z M
<br />kDt�
<br />N 0 n
<br />V1 V Z moo
<br />W V) a
<br />l�
<br />f Q
<br />IL
<br />IL
<br />3 IZ 200 N Q
<br />lu
<br />22. Q v
<br />ZO�
<br />o -1 :9t
<br />ili vi
<br />"v w
<br />H
<br />1$ � Q �
<br />Q1
<br />Z
<br />14 >[ N
<br />12 Q
<br />12" P.V.6. WATER 10
<br />245 L. F. 12" R.G. P. AT 5=. Opp $
<br />RYAN CARREL, R.C.E. 61619
<br />( #25 TO MH #2C7) DAVE SKIDMORE, L.S. 7126
<br />6
<br />QROFESS/p�,_
<br />4�
<br />400 L. F. 8" P. V. G. AT 5=. 0035
<br />No.61619 �^
<br />2 Ezp.6-30-07
<br />( MH #63 TO MH #64) CIVIL
<br />0 qFOpllf
<br />-2 DRAWN BY: J• S. H.
<br />DATE: AUll 14, 2006
<br />SCALE: NOTED
<br />DWG: 2866-CPPP
<br />(� CHECKED: KA
<br /># JOB # 246(9-04
<br />2 - SHEET
<br />� SCALE
<br />4 HORIZONTAL i -40
<br />� VERTICAL i"=4' OF 107
<br />26
<br />51
<br />50
<br />52
<br />FH
<br />145'
<br />14.,8 w� 51
<br />39
<br />37
<br />�- PLm I GE1_1_A GOL)R7
<br />I-;
<br />SCALE: 1"=40'
<br />N
<br />h
<br />N
<br />PROPOSED TOP OF
<br />(4Aj" ROLL TYPE) -
<br />12" P. V. G
<br />27.
<br />I.
<br />0�' N
<br />UJRB�
<br />U-
<br />5601 F. 8" P. Y. G. AT 5=.0035
<br />P
<br />u
<br />26.
<br />I
<br />11i I
<br />53 54 55 56 57 Z
<br />2q L' F. ti 12" R. C. I
<br />AT 5= . 005
<br />1 � � 58
<br />14.39 14.16
<br />B6 a 5=. arts ry ►V �R
<br />-es CB^fJ9 �i _r .
<br />23
<br />Awa
<br />M g n 08 60
<br />14.39 14.16 /
<br />17 L. F. j 1 J I
<br />12" R. G. P. I I 400 L. F.
<br />AT 5=. 005 1 8" P. V. G. 245 L. F.
<br />AT 5=.0035 12" R.G.P.
<br />I�I AT S=.004
<br />36 35 34 PARK
<br />I I
<br />I I
<br />I
<br />124 L. F.
<br />20 12" R. G. P.
<br />AT S=. 005
<br />SEE SHEET 20 FOR THE
<br />PROFILE OF STORM DRAIN
<br />FROM GB -54 TO GB•r60
<br />GATG1-1 BASIN DATA
<br />12" INV. AT C.B.-5q = 7.81
<br />2q L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. AT 5. D. M. H. -25 = 7. 66
<br />12" INV. AT G. B.-54 = 10.74
<br />124 L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. (IN) AT C.B.-650 = 10.12
<br />12" INV. (OUT) AT G. B. X60 = q. 62
<br />17 L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. AT 5. D. M. H. -25 = q. 53
<br />25. 24.
<br />1r
<br />m
<br />Imo -V Imo -V 0)U Imo -v
<br />EX. 6ROON12
<br />M. H.* 64 5= .61025 5. D. M. H. 25
<br />RIM=14.4 RIM=14.1
<br />l� h'
<br />ley� l�
<br />yob
<br />23.
<br />59 l o
<br />F
<br />z
<br />0
<br />�o
<br />cc ,,
<br />�� 7V _c co
<br />W ` E mo
<br />L _ Ln
<br />Q Z c >- z
<br />t= r z
<br />I m pp
<br />W o
<br />O Wu
<br />Z M
<br />kDt�
<br />N 0 n
<br />V1 V Z moo
<br />W V) a
<br />l�
<br />f Q
<br />IL
<br />IL
<br />3 IZ 200 N Q
<br />lu
<br />22. Q v
<br />ZO�
<br />o -1 :9t
<br />ili vi
<br />"v w
<br />H
<br />1$ � Q �
<br />Q1
<br />Z
<br />14 >[ N
<br />12 Q
<br />12" P.V.6. WATER 10
<br />245 L. F. 12" R.G. P. AT 5=. Opp $
<br />RYAN CARREL, R.C.E. 61619
<br />( #25 TO MH #2C7) DAVE SKIDMORE, L.S. 7126
<br />6
<br />QROFESS/p�,_
<br />4�
<br />400 L. F. 8" P. V. G. AT 5=. 0035
<br />No.61619 �^
<br />2 Ezp.6-30-07
<br />( MH #63 TO MH #64) CIVIL
<br />0 qFOpllf
<br />-2 DRAWN BY: J• S. H.
<br />DATE: AUll 14, 2006
<br />SCALE: NOTED
<br />DWG: 2866-CPPP
<br />(� CHECKED: KA
<br /># JOB # 246(9-04
<br />2 - SHEET
<br />� SCALE
<br />4 HORIZONTAL i -40
<br />� VERTICAL i"=4' OF 107
<br />26
<br />UJRB�
<br />U-
<br />5601 F. 8" P. Y. G. AT 5=.0035
<br />P
<br />u
<br />26.
<br />I
<br />11i I
<br />53 54 55 56 57 Z
<br />2q L' F. ti 12" R. C. I
<br />AT 5= . 005
<br />1 � � 58
<br />14.39 14.16
<br />B6 a 5=. arts ry ►V �R
<br />-es CB^fJ9 �i _r .
<br />23
<br />Awa
<br />M g n 08 60
<br />14.39 14.16 /
<br />17 L. F. j 1 J I
<br />12" R. G. P. I I 400 L. F.
<br />AT 5=. 005 1 8" P. V. G. 245 L. F.
<br />AT 5=.0035 12" R.G.P.
<br />I�I AT S=.004
<br />36 35 34 PARK
<br />I I
<br />I I
<br />I
<br />124 L. F.
<br />20 12" R. G. P.
<br />AT S=. 005
<br />SEE SHEET 20 FOR THE
<br />PROFILE OF STORM DRAIN
<br />FROM GB -54 TO GB•r60
<br />GATG1-1 BASIN DATA
<br />12" INV. AT C.B.-5q = 7.81
<br />2q L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. AT 5. D. M. H. -25 = 7. 66
<br />12" INV. AT G. B.-54 = 10.74
<br />124 L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. (IN) AT C.B.-650 = 10.12
<br />12" INV. (OUT) AT G. B. X60 = q. 62
<br />17 L. F. - 12" R. G. P. AT 5=. 005
<br />12" INV. AT 5. D. M. H. -25 = q. 53
<br />25. 24.
<br />1r
<br />m
<br />Imo -V Imo -V 0)U Imo -v
<br />EX. 6ROON12
<br />M. H.* 64 5= .61025 5. D. M. H. 25
<br />RIM=14.4 RIM=14.1
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<br />12" P.V.6. WATER 10
<br />245 L. F. 12" R.G. P. AT 5=. Opp $
<br />RYAN CARREL, R.C.E. 61619
<br />( #25 TO MH #2C7) DAVE SKIDMORE, L.S. 7126
<br />6
<br />QROFESS/p�,_
<br />4�
<br />400 L. F. 8" P. V. G. AT 5=. 0035
<br />No.61619 �^
<br />2 Ezp.6-30-07
<br />( MH #63 TO MH #64) CIVIL
<br />0 qFOpllf
<br />-2 DRAWN BY: J• S. H.
<br />DATE: AUll 14, 2006
<br />SCALE: NOTED
<br />DWG: 2866-CPPP
<br />(� CHECKED: KA
<br /># JOB # 246(9-04
<br />2 - SHEET
<br />� SCALE
<br />4 HORIZONTAL i -40
<br />� VERTICAL i"=4' OF 107
<br />26
<br />EX. 6ROON12
<br />M. H.* 64 5= .61025 5. D. M. H. 25
<br />RIM=14.4 RIM=14.1
<br />l� h'
<br />ley� l�
<br />yob
<br />23.
<br />59 l o
<br />F
<br />z
<br />0
<br />�o
<br />cc ,,
<br />�� 7V _c co
<br />W ` E mo
<br />L _ Ln
<br />Q Z c >- z
<br />t= r z
<br />I m pp
<br />W o
<br />O Wu
<br />Z M
<br />kDt�
<br />N 0 n
<br />V1 V Z moo
<br />W V) a
<br />l�
<br />f Q
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<br />3 IZ 200 N Q
<br />lu
<br />22. Q v
<br />ZO�
<br />o -1 :9t
<br />ili vi
<br />"v w
<br />H
<br />1$ � Q �
<br />Q1
<br />Z
<br />14 >[ N
<br />12 Q
<br />12" P.V.6. WATER 10
<br />245 L. F. 12" R.G. P. AT 5=. Opp $
<br />RYAN CARREL, R.C.E. 61619
<br />( #25 TO MH #2C7) DAVE SKIDMORE, L.S. 7126
<br />6
<br />QROFESS/p�,_
<br />4�
<br />400 L. F. 8" P. V. G. AT 5=. 0035
<br />No.61619 �^
<br />2 Ezp.6-30-07
<br />( MH #63 TO MH #64) CIVIL
<br />0 qFOpllf
<br />-2 DRAWN BY: J• S. H.
<br />DATE: AUll 14, 2006
<br />SCALE: NOTED
<br />DWG: 2866-CPPP
<br />(� CHECKED: KA
<br /># JOB # 246(9-04
<br />2 - SHEET
<br />� SCALE
<br />4 HORIZONTAL i -40
<br />� VERTICAL i"=4' OF 107
<br />26
<br />l�
<br />f Q
<br />IL
<br />IL
<br />3 IZ 200 N Q
<br />lu
<br />22. Q v
<br />ZO�
<br />o -1 :9t
<br />ili vi
<br />"v w
<br />H
<br />1$ � Q �
<br />Q1
<br />Z
<br />14 >[ N
<br />12 Q
<br />12" P.V.6. WATER 10
<br />245 L. F. 12" R.G. P. AT 5=. Opp $
<br />RYAN CARREL, R.C.E. 61619
<br />( #25 TO MH #2C7) DAVE SKIDMORE, L.S. 7126
<br />6
<br />QROFESS/p�,_
<br />4�
<br />400 L. F. 8" P. V. G. AT 5=. 0035
<br />No.61619 �^
<br />2 Ezp.6-30-07
<br />( MH #63 TO MH #64) CIVIL
<br />0 qFOpllf
<br />-2 DRAWN BY: J• S. H.
<br />DATE: AUll 14, 2006
<br />SCALE: NOTED
<br />DWG: 2866-CPPP
<br />(� CHECKED: KA
<br /># JOB # 246(9-04
<br />2 - SHEET
<br />� SCALE
<br />4 HORIZONTAL i -40
<br />� VERTICAL i"=4' OF 107
<br />26
<br />
|