|
112
<br />+ !lzo3P 111.73 TD I1D.84P
<br />110 //132P /l1,08P g
<br />ll/ 55P
<br />108
<br />106
<br />•A
<br />102
<br />100
<br />' toe. 7t
<br />Scale : I .co' NOrr2ontal
<br />1" - 2' oertical
<br />r
<br />m
<br />Install 2p7 l�1072
<br />105.8
<br />9+00
<br />01
<br />10+00
<br />-1 4 1 1 1 1 ... .... 1... .-a a :. .. �:I :.. I .. ...i
<br />0 0
<br />o
<br />g
<br />N
<br />N
<br />oc
<br />i✓
<br />V
<br />v�
<br />Y
<br />j
<br />0
<br />Gr
<br />� O
<br />0 0
<br />\
<br />.,'
<br />-yQ
<br />� Cly
<br />SCALE 1"=50'
<br />�*
<br />54 7
<br />°o
<br />10 TO
<br />o,
<br />+ !lzo3P 111.73 TD I1D.84P
<br />110 //132P /l1,08P g
<br />ll/ 55P
<br />108
<br />106
<br />•A
<br />102
<br />100
<br />' toe. 7t
<br />Scale : I .co' NOrr2ontal
<br />1" - 2' oertical
<br />r
<br />m
<br />Install 2p7 l�1072
<br />105.8
<br />9+00
<br />01
<br />10+00
<br />-1 4 1 1 1 1 ... .... 1... .-a a :. .. �:I :.. I .. ...i
<br />0 0
<br />o
<br />g
<br />N
<br />i✓
<br />V
<br />m
<br />j
<br />C �xr5tin9
<br />Gr
<br />\
<br />.,'
<br />SCALE 1"=50'
<br />�*
<br />°o
<br />� /0988P
<br />�
<br />o,
<br />°mss
<br />11+00
<br />v Q�
<br />oci
<br />IWWI
<br />pConnect Propooed 8'w o
<br />R I NAU R io exotl'ng to w w /Tee.
<br />/orN -�I v I p meq_ Instal/ 8"Gate Halve _re curve alta°
<br />250.00' Q
<br />11.73 L= Nro. Ob
<br />7+ro0.fn0 (E) 9 d= 28°5341"
<br />30t�0.00 (N
<br />COURT
<br />!O
<br />jn�et
<br />N
<br />v Q�
<br />oci
<br />IWWI
<br />pConnect Propooed 8'w o
<br />R I NAU R io exotl'ng to w w /Tee.
<br />/orN -�I v I p meq_ Instal/ 8"Gate Halve _re curve alta°
<br />250.00' Q
<br />11.73 L= Nro. Ob
<br />7+ro0.fn0 (E) 9 d= 28°5341"
<br />30t�0.00 (N
<br />COURT
<br />!O
<br />jn�et
<br />o � o
<br />al Street o 0 o a o B o
<br />`v o� o m o
<br />m N N N
<br />Pro o5ed To of Dike � -�
<br />�;�
<br />1;11141a Type "A" Asphalt Dike
<br />/09.6 TD �_
<br />/08.82 P
<br />/0939P
<br />/OB.9/P 5 ---- _T
<br />+/,,,� 107-70P
<br />/09./5P /08.67P
<br />O 108.43P /0 .19P
<br />/0795P
<br />M 107.70 7107709
<br />TD
<br />�--_ -
<br />8"x �o -
<br />12+00
<br />E R B
<br />lev (s) CCN)
<br />ie /02.06 -
<br />If.
<br />13+00
<br />S=.0028
<br />12"D (9),(NW�€
<br />14+00 15+00
<br />WAY
<br />/07.4,LP `-
<br />Propos Paverner7t E/euatioa �
<br />_ at Street Center/irre ��
<br />�_
<br />107.38 O
<br />/07 0o P 106.98P /06.74P
<br />107.03 TD
<br />106.25P 106.OZP 105-71P
<br />53P
<br />/05.5/TO
<br />O I /05.33P
<br />I
<br />2 �,•
<br />OD�7
<br />!� 100.98
<br />16+00 17+00 18+00
<br />9 15"p 1'2"0 (NW)(5W)
<br />I
<br />-"
<br />19+00 20+00 21+00
<br />� 0 9
<br />c� o
<br />112
<br />110
<br />11[91:1
<br />1116041
<br />102
<br />100
<br />1 u0��
<br />`P
<br />curve Data DETAIL
<br />N. T. S,
<br />L" 50.19' c o N
<br />d' 11'30'09" h' �o
<br />R Cp/6, N Q o o oN c
<br />S y a� o a �+ NT//V(/ `�l .�� �' n I r; jJVALjVU7' r� ovJ r
<br />.n @ o A7/0 � p �o p y � r r r ST;11 �'-J
<br />Q/ N
<br />o a 2 .� �, 0 0 3 la. of EE?
<br />N `' "' 3 0 3 922 4 Q Np C �� i
<br />_ 9 . Curve Data
<br />a N n n , o ins roc f Dr�e ' IcW/ s� / f a 4 O tk Match Elevation of Proposed
<br />aN `n °ozs 5f�o IZCgS. n��6fs�e �� l rol R .400. 00, I /� /
<br />[ 230.21 ' 43 j0 9
<br />Ile
<br />o p F�avement to ExiSlin Pavement
<br />Q / I " J Q 2 g%•
<br />P Install 59'- 12 OCAS=.o1 - S �o 5 a= 43°58'0" ✓/ v along this line.
<br />~ 10' PU. E. eta. a+3y.o/ In5ta11 62 = 2 "D @ 9 .01 I 4� �y gq 4%
<br />Di Ke Return (6Uest5i e) ti\ gfa ats2 I 1� %% *9b Remove ex15t 10"stub.
<br />�• �1 - ~ - - - t-- -- - - - - - - o z2 ? � � Connect Pro "
<br />(n ` io tr 10 P.U.E. T8NW 7k 757. Q"„ - lj " ,D05ed 15 D t0 exi5t gnw
<br />tom_;•. I Y I I I _� Curve Data i2
<br />� g Q I ti o B R 250, 0,
<br />/sr I � c G ° MO.00
<br />QI I t3 Iz �h`• 4 28°534!" �- -- ----
<br />�, 14 I t
<br />i✓
<br />V
<br />m
<br />j
<br />�
<br />X13
<br />\
<br />.,'
<br />SCALE 1"=50'
<br />�*
<br />�
<br />o,
<br />c�
<br />o � o
<br />al Street o 0 o a o B o
<br />`v o� o m o
<br />m N N N
<br />Pro o5ed To of Dike � -�
<br />�;�
<br />1;11141a Type "A" Asphalt Dike
<br />/09.6 TD �_
<br />/08.82 P
<br />/0939P
<br />/OB.9/P 5 ---- _T
<br />+/,,,� 107-70P
<br />/09./5P /08.67P
<br />O 108.43P /0 .19P
<br />/0795P
<br />M 107.70 7107709
<br />TD
<br />�--_ -
<br />8"x �o -
<br />12+00
<br />E R B
<br />lev (s) CCN)
<br />ie /02.06 -
<br />If.
<br />13+00
<br />S=.0028
<br />12"D (9),(NW�€
<br />14+00 15+00
<br />WAY
<br />/07.4,LP `-
<br />Propos Paverner7t E/euatioa �
<br />_ at Street Center/irre ��
<br />�_
<br />107.38 O
<br />/07 0o P 106.98P /06.74P
<br />107.03 TD
<br />106.25P 106.OZP 105-71P
<br />53P
<br />/05.5/TO
<br />O I /05.33P
<br />I
<br />2 �,•
<br />OD�7
<br />!� 100.98
<br />16+00 17+00 18+00
<br />9 15"p 1'2"0 (NW)(5W)
<br />I
<br />-"
<br />19+00 20+00 21+00
<br />� 0 9
<br />c� o
<br />112
<br />110
<br />11[91:1
<br />1116041
<br />102
<br />100
<br />1 u0��
<br />`P
<br />curve Data DETAIL
<br />N. T. S,
<br />L" 50.19' c o N
<br />d' 11'30'09" h' �o
<br />R Cp/6, N Q o o oN c
<br />S y a� o a �+ NT//V(/ `�l .�� �' n I r; jJVALjVU7' r� ovJ r
<br />.n @ o A7/0 � p �o p y � r r r ST;11 �'-J
<br />Q/ N
<br />o a 2 .� �, 0 0 3 la. of EE?
<br />N `' "' 3 0 3 922 4 Q Np C �� i
<br />_ 9 . Curve Data
<br />a N n n , o ins roc f Dr�e ' IcW/ s� / f a 4 O tk Match Elevation of Proposed
<br />aN `n °ozs 5f�o IZCgS. n��6fs�e �� l rol R .400. 00, I /� /
<br />[ 230.21 ' 43 j0 9
<br />Ile
<br />o p F�avement to ExiSlin Pavement
<br />Q / I " J Q 2 g%•
<br />P Install 59'- 12 OCAS=.o1 - S �o 5 a= 43°58'0" ✓/ v along this line.
<br />~ 10' PU. E. eta. a+3y.o/ In5ta11 62 = 2 "D @ 9 .01 I 4� �y gq 4%
<br />Di Ke Return (6Uest5i e) ti\ gfa ats2 I 1� %% *9b Remove ex15t 10"stub.
<br />�• �1 - ~ - - - t-- -- - - - - - - o z2 ? � � Connect Pro "
<br />(n ` io tr 10 P.U.E. T8NW 7k 757. Q"„ - lj " ,D05ed 15 D t0 exi5t gnw
<br />tom_;•. I Y I I I _� Curve Data i2
<br />� g Q I ti o B R 250, 0,
<br />/sr I � c G ° MO.00
<br />QI I t3 Iz �h`• 4 28°534!" �- -- ----
<br />�, 14 I t
<br />r - -7_ a
<br />A o
<br />12
<br />O � �
<br />,y a 3
<br />/0%9/
<br />!/ 1012 187.98 7CP
<br />isCS
<br />v
<br />10' P. U. E. S�2 a ..
<br />x Iia s
<br />o�0 n °' I_q Curve LYlta I 7 �� �0 2oPu o
<br />�' 300.00 fir. O x O
<br />K) vi, 3 I aQ' 9 L e a� I L' 90.73 I ��; o
<br />IS) `n p a� 3 d° /7°1943" 8 P 8
<br />m z 4 NOTES <Coot)
<br />4 Meters Me Pe Preciyioa Mefer Inc. P v
<br />o Mede/ PPM 5/e "X 3/4" w/ a fta(hme17
<br />NOTES. m ti p ks) N+ o O Gy Q
<br />l li!/77e/15i0r/5 arked with a5teri5k5 are /70t s� CO/7rM&_ yPV6 or,go*,?1e/It
<br />Cormc�etor sha//,rely upory noted ti �' °' b _ 5. All / /.eater 5e -M-e5 5'hal/ be o
<br />4//71e/75/0/75 /7Dl"„°� CO/75trOc7�ed //J CO/7iOrr/7a/70B IN/t%/ �c�, S
<br />2. IrJStall Thrust BIc�R� per Std Owg. _ Std. Orgy. GV-/ (fypica/of I4.). Q
<br />3. Utility ThN �acktill Sha/l COnfol177 fo Std D/v9. R 20.
<br />7401 TRAINA ESTATES
<br />July '92
<br />573 ERB WAY STA . 8+ 03.48 TO STA. 21+00.00
<br />,SYL
<br />17,351 JAB LEEWARD WAY STA. 0+00.00 TO STA. 0+50.19
<br />RGC
<br />rou.9
<br />U--4505
<br />V
<br />m
<br />a
<br />�
<br />X13
<br />\
<br />,4
<br />SCALE 1"=50'
<br />�*
<br />r - -7_ a
<br />A o
<br />12
<br />O � �
<br />,y a 3
<br />/0%9/
<br />!/ 1012 187.98 7CP
<br />isCS
<br />v
<br />10' P. U. E. S�2 a ..
<br />x Iia s
<br />o�0 n °' I_q Curve LYlta I 7 �� �0 2oPu o
<br />�' 300.00 fir. O x O
<br />K) vi, 3 I aQ' 9 L e a� I L' 90.73 I ��; o
<br />IS) `n p a� 3 d° /7°1943" 8 P 8
<br />m z 4 NOTES <Coot)
<br />4 Meters Me Pe Preciyioa Mefer Inc. P v
<br />o Mede/ PPM 5/e "X 3/4" w/ a fta(hme17
<br />NOTES. m ti p ks) N+ o O Gy Q
<br />l li!/77e/15i0r/5 arked with a5teri5k5 are /70t s� CO/7rM&_ yPV6 or,go*,?1e/It
<br />Cormc�etor sha//,rely upory noted ti �' °' b _ 5. All / /.eater 5e -M-e5 5'hal/ be o
<br />4//71e/75/0/75 /7Dl"„°� CO/75trOc7�ed //J CO/7iOrr/7a/70B IN/t%/ �c�, S
<br />2. IrJStall Thrust BIc�R� per Std Owg. _ Std. Orgy. GV-/ (fypica/of I4.). Q
<br />3. Utility ThN �acktill Sha/l COnfol177 fo Std D/v9. R 20.
<br />7401 TRAINA ESTATES
<br />July '92
<br />573 ERB WAY STA . 8+ 03.48 TO STA. 21+00.00
<br />,SYL
<br />17,351 JAB LEEWARD WAY STA. 0+00.00 TO STA. 0+50.19
<br />RGC
<br />rou.9
<br />U--4505
<br />�o•�� I
<br />X13
<br />\
<br />,4
<br />ao
<br />�*
<br />�
<br />o,
<br />c�
<br />r - -7_ a
<br />A o
<br />12
<br />O � �
<br />,y a 3
<br />/0%9/
<br />!/ 1012 187.98 7CP
<br />isCS
<br />v
<br />10' P. U. E. S�2 a ..
<br />x Iia s
<br />o�0 n °' I_q Curve LYlta I 7 �� �0 2oPu o
<br />�' 300.00 fir. O x O
<br />K) vi, 3 I aQ' 9 L e a� I L' 90.73 I ��; o
<br />IS) `n p a� 3 d° /7°1943" 8 P 8
<br />m z 4 NOTES <Coot)
<br />4 Meters Me Pe Preciyioa Mefer Inc. P v
<br />o Mede/ PPM 5/e "X 3/4" w/ a fta(hme17
<br />NOTES. m ti p ks) N+ o O Gy Q
<br />l li!/77e/15i0r/5 arked with a5teri5k5 are /70t s� CO/7rM&_ yPV6 or,go*,?1e/It
<br />Cormc�etor sha//,rely upory noted ti �' °' b _ 5. All / /.eater 5e -M-e5 5'hal/ be o
<br />4//71e/75/0/75 /7Dl"„°� CO/75trOc7�ed //J CO/7iOrr/7a/70B IN/t%/ �c�, S
<br />2. IrJStall Thrust BIc�R� per Std Owg. _ Std. Orgy. GV-/ (fypica/of I4.). Q
<br />3. Utility ThN �acktill Sha/l COnfol177 fo Std D/v9. R 20.
<br />7401 TRAINA ESTATES
<br />July '92
<br />573 ERB WAY STA . 8+ 03.48 TO STA. 21+00.00
<br />,SYL
<br />17,351 JAB LEEWARD WAY STA. 0+00.00 TO STA. 0+50.19
<br />RGC
<br />rou.9
<br />U--4505
<br />
|