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<br />= INSTd
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<br />INSTALL 12"SD �
<br />.4" FORCE MAIN
<br />I
<br />15400
<br />TV L L Y
<br />rNV 95.7
<br />12'S0(NW
<br />19
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<br />Instal)N 70
<br />IS"SD I 1NV 89.60
<br />lNV• 89.39
<br />0.0030 v o� �
<br />In
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<br />l �IP�
<br />1 co
<br />16 100 I� 17100
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<br />5=0.0_025
<br />I ,
<br />INSTALL 40LF-12 "SD (W)
<br />/-INV @ S IGA 97.1
<br />_ vx 96'83 /(jU96
<br />APPR OX
<br />OCATIpYv DF
<br />n
<br />y0N6"69(w)
<br />ItJv
<br />00
<br />IV. 91,4 "95 5 tub 4 P/uy (N) h
<br />ro
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<br />LL
<br />0 l9 �Oi o W j v
<br />See Sheet 7O N ON
<br />> 3
<br />cD1W _ NFD �� y Q� ORL;it11, , F017 o o_ I
<br />O' o O F
<br />< o O O w 0 AS `tv�o� o �� % 3 a n+
<br />�P uww zilo'
<br />J W a [Y Zj�,.,, ^, cn ,Q tD _
<br />ola z ow 0za� Q°�`° `6 2 c,� L ,0.0114 r- -0-- Od o
<br />+= C
<br />0� F- 10
<br />aJFa- O bpJ2,y0 %bh^h ��.0. GO 98--p �p��S -S_.
<br />O I z ��e�°°\ a �x �h � Y Restricted ACceS 4oac�.i 7 4
<br />I _ See Sheet 2 _ ✓
<br />Y-�- k-
<br />184100
<br />I
<br />1900
<br />ROA D
<br />2 000
<br />I
<br />21400
<br />NOTES:
<br />1) Combincttlor; Mesonary-Wood Fence Design
<br />Eons+r,lc+ion by Others, Plans shal; to s-brriitt�-!
<br />to S. J. Co, Pub) is Works, -For opprova; prior to
<br />constr, L'ct(ori ,
<br />2� The utility crossings in Tully Road (force main, two 12" storm drain
<br />laterals, and 8" water) shall be bored; or, as an alternate, the
<br />contractor may open cut, provided that he pave the entire subdivision
<br />frontage to the East lip of the gutter. Over existing pavement,
<br />contractor shall overlay with 0.10 feet asphalt concrete, 3/8" maximum
<br />aggregate. Grinding•of existing pavement will be required from
<br />station 14+40 to 14+60 and from 17+85 to 20+05, and at the East lip.
<br />a
<br />I
<br />n W
<br />3
<br />0
<br />v r° O
<br />d o NI
<br />a U c
<br />V 'U L
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<br />x•
<br />O w- r -r� J c
<br />o r
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<br />Rest nc .ed Acc ss
<br />01 �k
<br />N ( FU- �O �l JQ
<br />o? z o} \/V ��
<br />om 3 �,c�°^ �
<br />U-) .y a co
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<br />rr) a- _t QIj
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<br />of
<br />�Q x
<br />r
<br />0'
<br />Exist.
<br />�
<br />O
<br />o-
<br />U
<br />Proposed
<br />O-
<br />U
<br />�
<br />STA
<br />L Elev.
<br />V
<br />Neat Cut
<br />3
<br />a
<br />o_
<br />J
<br />Z
<br />z
<br />to
<br />1.9%±
<br />O
<br />u1
<br />+
<br />N
<br />tili
<br />2.107.±
<br />5=o.002�
<br />101.47
<br />I ,
<br />INSTALL 40LF-12 "SD (W)
<br />/-INV @ S IGA 97.1
<br />_ vx 96'83 /(jU96
<br />APPR OX
<br />OCATIpYv DF
<br />n
<br />y0N6"69(w)
<br />ItJv
<br />00
<br />IV. 91,4 "95 5 tub 4 P/uy (N) h
<br />ro
<br />fl
<br />ro R
<br />M x
<br />v
<br />G
<br />O
<br />Z �
<br />Cz OG a N d
<br />ED
<br />LL
<br />0 l9 �Oi o W j v
<br />See Sheet 7O N ON
<br />> 3
<br />cD1W _ NFD �� y Q� ORL;it11, , F017 o o_ I
<br />O' o O F
<br />< o O O w 0 AS `tv�o� o �� % 3 a n+
<br />�P uww zilo'
<br />J W a [Y Zj�,.,, ^, cn ,Q tD _
<br />ola z ow 0za� Q°�`° `6 2 c,� L ,0.0114 r- -0-- Od o
<br />+= C
<br />0� F- 10
<br />aJFa- O bpJ2,y0 %bh^h ��.0. GO 98--p �p��S -S_.
<br />O I z ��e�°°\ a �x �h � Y Restricted ACceS 4oac�.i 7 4
<br />I _ See Sheet 2 _ ✓
<br />Y-�- k-
<br />184100
<br />I
<br />1900
<br />ROA D
<br />2 000
<br />I
<br />21400
<br />NOTES:
<br />1) Combincttlor; Mesonary-Wood Fence Design
<br />Eons+r,lc+ion by Others, Plans shal; to s-brriitt�-!
<br />to S. J. Co, Pub) is Works, -For opprova; prior to
<br />constr, L'ct(ori ,
<br />2� The utility crossings in Tully Road (force main, two 12" storm drain
<br />laterals, and 8" water) shall be bored; or, as an alternate, the
<br />contractor may open cut, provided that he pave the entire subdivision
<br />frontage to the East lip of the gutter. Over existing pavement,
<br />contractor shall overlay with 0.10 feet asphalt concrete, 3/8" maximum
<br />aggregate. Grinding•of existing pavement will be required from
<br />station 14+40 to 14+60 and from 17+85 to 20+05, and at the East lip.
<br />a
<br />I
<br />n W
<br />3
<br />0
<br />v r° O
<br />d o NI
<br />a U c
<br />V 'U L
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<br />O� LD UI 'U f
<br />rl/
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<br />J �
<br />x•
<br />O w- r -r� J c
<br />o r
<br />v �r
<br />Rest nc .ed Acc ss
<br />01 �k
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<br />�Q x
<br />.- -_ -_ _ - 135 � F ___ _._ 9' EP 947SEr-
<br />e ♦!P' "E _ 10066 .R .00'aS E.P.""" --'apo DOEP -- -' O
<br />NEATGUT•% ` m' 3EP-- 99'86 EF"-"- - 99"91 E.q-- _ 996TE -.-- -- 9928 EP 9940
<br />I _
<br />1 �ti O 17 NEATCUJ N .'
<br />el �e �y 20 21 22
<br />dei of im T4¢ 1016 ¢ -l01 4T� o2d - leo 91¢ - m 65 too /9¢ m0 19
<br />32 io 18 00 99 91 X0002¢ 9 98 9992 99 95 - - 213
<br />100+ N M 1 -
<br />e.6a{aI ' _
<br />12. �J I]� , 99. S , • 8,l
<br />_
<br />io1 n�L 10l SGrc Ior alit x,26*e 'o a TS iC 1pe T3 TL�-- Ioo SO Tc o 2T is 00'09 Tc gy'q,a q, 98--85 TOP --�' -----
<br />I 1 ` Cp o-
<br />3 m Fx. 6's5
<br />.• p � S By
<br />i � o _j LU
<br />�3o�a 3 e e Y.0 2 X00 eec 0•G� �y .oe
<br />to a-' Q D Q7 d Q N "� \°i c'{<� !y9
<br />C� < U) ' r /I E v E O = y
<br />G 2 �� N I E n E Ceoti >J �F IRS -Do y
<br />i a"+ N O D'*
<br />�to `PCS U�d
<br />Y ,,: „ V �U Ssy p�
<br />BEAR CREEK TERRACE +;
<br />a Unit No 2 0 to � CO 3 cc
<br />m o �� w
<br />dIi o.° rlC0 c
<br />a,D}mp rn '
<br />Ea" c 1- 001 ti
<br />�Y�Uj
<br />� -i Q:
<br />N0. DATE REVISIONS BY DESIGN S.E.P. DRAWN BY E.S. BAUMBACH & PIAZZA TULLY ROAD TESSIE ESTATES SHEET © OF 11
<br />CIVIL ENGINEERS JOB NO. 9094
<br />SURVEYORS
<br />SUBMITTED BY - 323W952 0 ELM ST. 11-001, CALIF. SL19DIVISION IMPROVEMENTS FILE /+ _ Q��
<br />95240 PM:209-388-8618 NO. J
<br />R.C.E. DATE G
<br />47,
<br />rem
<br />1021
<br />1001
<br />K4
<br />941
<br />921
<br />901
<br />Exist.
<br />Exist.
<br />Elev. @
<br />Proposed
<br />Improved
<br />STA
<br />L Elev.
<br />X -Slope
<br />Neat Cut
<br />Lip Elev.
<br />X -Slope
<br />14+60.65
<br />101.6±
<br />1.9%±
<br />101.42±
<br />101.20
<br />2.107.±
<br />15'"
<br />101.47
<br />2.2%
<br />101.26
<br />100.99
<br />2.57%
<br />15+50
<br />101.22
<br />1.7%
<br />101.06
<br />100.72
<br />3.22%
<br />16^'
<br />100.97
<br />2.8%
<br />100.70
<br />100.44
<br />2.51%
<br />16+50
<br />100.65
<br />1.8%
<br />100.48
<br />100.17
<br />2.94%
<br />16+79.01
<br />100.58t
<br />1.7%±
<br />100.42±
<br />100.04
<br />3.67.±
<br />S�
<br />17+60.76
<br />100.3±
<br />2.6%±
<br />100.05±
<br />99.75
<br />2.89%±
<br />9
<br />18^'
<br />100.18
<br />3.2%
<br />99.88
<br />99.65
<br />2.15%
<br />18+50
<br />100.07
<br />2.4%
<br />99.84
<br />99.53
<br />2.97%
<br />1/F Q/Z
<br />19^'
<br />99.97
<br />2.9%
<br />99.69
<br />99.40
<br />2.81%
<br />\ 9j• �
<br />19+50(LP)
<br />100.02
<br />3.3%
<br />99.71
<br />99.28
<br />4.06%
<br />19+85.25
<br />99.99±
<br />3.3%
<br />99.47±
<br />99.35
<br />2.7%±
<br />.- -_ -_ _ - 135 � F ___ _._ 9' EP 947SEr-
<br />e ♦!P' "E _ 10066 .R .00'aS E.P.""" --'apo DOEP -- -' O
<br />NEATGUT•% ` m' 3EP-- 99'86 EF"-"- - 99"91 E.q-- _ 996TE -.-- -- 9928 EP 9940
<br />I _
<br />1 �ti O 17 NEATCUJ N .'
<br />el �e �y 20 21 22
<br />dei of im T4¢ 1016 ¢ -l01 4T� o2d - leo 91¢ - m 65 too /9¢ m0 19
<br />32 io 18 00 99 91 X0002¢ 9 98 9992 99 95 - - 213
<br />100+ N M 1 -
<br />e.6a{aI ' _
<br />12. �J I]� , 99. S , • 8,l
<br />_
<br />io1 n�L 10l SGrc Ior alit x,26*e 'o a TS iC 1pe T3 TL�-- Ioo SO Tc o 2T is 00'09 Tc gy'q,a q, 98--85 TOP --�' -----
<br />I 1 ` Cp o-
<br />3 m Fx. 6's5
<br />.• p � S By
<br />i � o _j LU
<br />�3o�a 3 e e Y.0 2 X00 eec 0•G� �y .oe
<br />to a-' Q D Q7 d Q N "� \°i c'{<� !y9
<br />C� < U) ' r /I E v E O = y
<br />G 2 �� N I E n E Ceoti >J �F IRS -Do y
<br />i a"+ N O D'*
<br />�to `PCS U�d
<br />Y ,,: „ V �U Ssy p�
<br />BEAR CREEK TERRACE +;
<br />a Unit No 2 0 to � CO 3 cc
<br />m o �� w
<br />dIi o.° rlC0 c
<br />a,D}mp rn '
<br />Ea" c 1- 001 ti
<br />�Y�Uj
<br />� -i Q:
<br />N0. DATE REVISIONS BY DESIGN S.E.P. DRAWN BY E.S. BAUMBACH & PIAZZA TULLY ROAD TESSIE ESTATES SHEET © OF 11
<br />CIVIL ENGINEERS JOB NO. 9094
<br />SURVEYORS
<br />SUBMITTED BY - 323W952 0 ELM ST. 11-001, CALIF. SL19DIVISION IMPROVEMENTS FILE /+ _ Q��
<br />95240 PM:209-388-8618 NO. J
<br />R.C.E. DATE G
<br />47,
<br />rem
<br />1021
<br />1001
<br />K4
<br />941
<br />921
<br />901
<br />
|